The URL can be used to link to this page

Home My WebLink AboutPermit D10-278 - NORDSTROMS - CHILD CARE ROOMNORDSTROM' S CHILD CARE ROOM 100 SOUTHCENTER MALL D10 -278 City oftukwila 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: 100 SOUTHCENTER MALL TUKW Suite No: Project Name: NORDSTROMS CHILD CARE ROOM Permit Number: D10 -278 Issue Date: 11/15/2010 Permit Expires On: 05/14/2011 Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Contact Person: Name: DAVID BROWN Address: CALLISON LLC , 1420 FIFTH AV SUITE 2400 98101 Contractor: Name: EDIFICE CONSTRUCTION Address: 1417 31ST AVENUE SOUTH , SEATTLE, WA 98144 -3909 Contractor License No: EDIFICEI191PA Phone: 206 - 623 -4646 Phone: 206 328 -2700 Expiration Date: 07/01/2011 DESCRIPTION OF WORK: NON - STRUCTURAL INTERIOR ALTERATIONS: SELECTIVE DEMOLITION, NEW PARTITIONS AND DOORS, ACOUSTIC CEILING PATCHING, NEW CASEWORK, MECHANICAL AND ELECTRICAL MODIFICATIONS, NEW INTERIOR FINISHES, FIRE SPRINKLER MODIFICATIONS AS REQUIRED DUE TO PARTITIONS (SEPARATE PERMIT) Value of Construction: $30,000.00 Fees Collected: $1,092.10 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2009 Type of Construction: I -B Occupancy per IBC: 0019 * *continued on next page ** doc: IBC -10/06 D10 -278 Printed: 11 -15 -2010 City oilTukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us Permit Number: D10 -278 Issue Date: 11/15/2010 Permit Expires On: 05/14/2011 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: N Permit Center Authorized Signature: Private: Profit: N Private: Public: Non - Profit: N Public: LtHS —(CV Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of t ermit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or t performance of work. I am authorized to sign and obtain this development permit. Signature: Print Name: ,N)u-- Date: 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 -10/06 D10-278 Printed: 11 -15 -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: ht4,://www.ci.tukwila.wa.us PERMIT CONDITIONS Parcel No.: 9202470010 Address: Suite No: Tenant: 100 SOUTHCENTER MALL TUKW NORDSTROMS CHILD CARE ROOM Permit Number: Status: Applied Date: Issue Date: D10 -278 ISSUED 10/14/2010 11/15/2010 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: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 7: 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. 8: Special inspection for sprayed fire - resistant materials applied to structural elements and decks is required. Special inspections shall be based on the fire - resistance design as designated in the approved construction documents. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 11: 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. 12: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 13: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 14: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). doc: Cond -10/06 D10 -278 Printed: 11 -15 -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 15: 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. 16: ** *FIRE DEPARTMENT CONDITIONS * ** 17: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 18: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 19: 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 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) 20: 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) 21: 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) 22: 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) 23: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 24: 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) 25: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 26: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 27: 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) of the 28: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with doc: Cond -10/06 D10-278 Printed: 11 -15 -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 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) 29: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes m 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) 30: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot - candle (11 lux) and a minimum at any point of 0.1 foot -candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot - candle (6 lux) average and a minimum at any point of 0.06 foot - candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to- minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.4) 31: 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) 32: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinlder heads. (IFC 901.4) 33: 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) 34: All new sprinlder systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 35: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 36: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 37: 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. 38: In occupancies of Groups A, E, I and R -1 and dormitories in Group R -2, curtains, draperies, hangings and other decorative materials suspended from walls or ceilings shall be flame resistant in accordance with NFPA 701 or be noncombustible. Where required to be flame resistant, decorative materials shall be tested by an approved agency and pass Test 1, as described in NFPA 701, or such materials shall be noncombustible. Reports of test results shall be prepared in accordance with NFPA 701 and furnished to the fire code official upon request. (IFC 805.1, 805.2) 39: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 40: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 41: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond -10/06 D10-278 Printed: 11 -15 -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: hto://www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: GJe /1 Y -M i`1c Date: //71-/ doc: Cond -10/06 D10 -278 Printed: 11 -15 -2010 CITY OF TUKI4 _._A Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us AIN Building Permit No. t0 -) 7 0 Mechanical Permit No. Plumbing /Gas Permit No. Public Works Permit No. Project No. (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION King Co Assessor's Tax No.: Site Address: 100 SOUTHCENTER MALL Tenant Name: NORDSTROM, INC Suite Number: Property Owners Name: NORDSTROM ,INC 001 Floor: New Tenant: ❑ Yes m .. No Mailing Address: 1700 7TH AVE SUITE 1000 SEATTLE City State 98101 Zip CONTACT PERSON — who do we contact when your permit is ready to be issued Name: DAVID BROWN Day Telephone: (206) 623 -4646 Mailing Address: 1420 FIFTH AVE SUITE 2400 SEATTLE 98101 E -Mail Address: dave.brown @callison.com City State Fax Number: (206) 623 -4625 Zip GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: EDIFICE CONSTRUCTION Mailing Address: 1417 31ST AVENUE SOUTH Contact Person: JASON MUMME E -Mail Address: )mumme @edicon.com Contractor Registration Number: EDIFICI191 PA SEATTLE City Day Telephone: Fax Number: 98144 State Zip (206) 328 -2700 (206) 322 -8594 Expiration Date: -"We " 'Z 1,71 ARCHITECT OF RECORD — All plans must be stamped by Architect of Record Company Name: CALLISON ,L.L.C. Mailing Address: 1420 FIFTH AVE Contact Person: DAVID BROWN SEATTLE 98101 E -Mail Address: dave.brown @callison.com City State Day Telephone: (206) 623 -4646 Fax Number: (206) 623 -4625 Zip ENGINEER OF RECORD — All plans must be stamped by Engineer of Record Company Name: Mailing Address: City Contact Person: E -Mail Address: 11: Applications \Forms- Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 011 State Zip Day Telephone: Fax Number: Page 1 of 6 b ^^ Vy BUILDING PERMIT INFORMATIOP 06 -431 -3670 Valuation of Project (contractor's bid price): $ 30,000.00 Existing Building Valuation: $ Scope of Work (please provide detailed information): NON STRUCTURAL INTERIOR ALTERATIONS : SELECTIVE DEMOLITION, NEW PARTITIONS AND DOORS , ACOUSTIC CEILING PATCHING, NEW CASEWORb MECHANICAL AND ELECTRICAL MODIFICATIONS, NEW INTERIOR FINISHES, FIRE SPRINKLER MODIFICATIONS AS REQUIRED DUE TO PARTITIONS(SEPERATE PERMIT ) Will there be new rack storage? ❑ Yes m.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: �r Sprinklers �] Automatic Fire Alarm ❑ None ❑ Other (specify) J` \tt' iVUN 'r- AtWAtti 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. 11:AApplications \Forms - Applications On Line \2010 Applications V7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC Is' Floor SSt S 2"d Floor u .7 8s 16;15N 3rd Floor I Floors 1 thru 4 161,626 0 0 M 1B Basement 0 Accessory Structure* 0 Attached Garage 0 Detached Garage 0 Attached Carport 0 Detached Carport 0 Covered Deck ` 0 Uncovered Deck 0 PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: �r Sprinklers �] Automatic Fire Alarm ❑ None ❑ Other (specify) J` \tt' iVUN 'r- AtWAtti 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. 11:AApplications \Forms - Applications On Line \2010 Applications V7 -2010 - Permit Application.doc Revised: 7 -2010 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 AUTH S RIZ D AGENT: Signature: I. A!' . r Print Name: 1D 0 RC-C.0 V\ Mailing Address: Date: t b 1 Day Telephone: 100 — - 4 LO 4(p •.►olCity State Date Application Accepted: 1, D I, t [ ,1 Date Application Expires: i _14 -1! Staff Initials: \Applications \Forms- Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 6 of 6 • City of Tukwila ti De P artment 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.: Address: Suite No: Applicant: 9202470010 100 SOUTHCENTER MALL TUKW NORDSTROMS CHILD CARE ROOM RECEIPT • Permit Number: Status: Applied Date: Issue Date: D10-278 ISSUED 10/14/2010 11/15/2010 Receipt No.: RI 1 -00056 Initials: User ID: Payee: WER 1655 Payment Amount: $63.00 Payment Date: 01/11/2011 02:37 PM Balance: $0.00 LEWIS BODMAN TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd MC Authorization No. 611163 63.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 Total: $63.00 63.00 doc: Receipt -06 Printed: 01 -11 -2011 • • 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: htv//wwwci.tulcwila.wa.us RECEIPT Parcel No.: 9202470010 Permit Number: D10-278 Address: 100 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 10/14/2010 Applicant: NORDSTROMS CHILD CARE ROOM Issue Date: Receipt No.: R10 -02312 Payment Amount: $663.65 Initials: WER Payment Date: 11/15/2010 02:05 PM User ID: 1655 Balance: $0.00 Payee: JASONHUMME TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd MC Authorization No. 615150 ACCOUNT ITEM LIST: Description 663.65 Account Code Current Pmts BUILDING - NONRES STATE BUILDING SURCHARGE 000.322.100 640.237.114 Total: $663.65 659.15 4.50 doc: Receiot -06 Printed: 11 -15 -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: D10-278 Address: 100 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 10/14/2010 Applicant: NORDSTROMS Issue Date: Receipt No.: R10 -02070 Initials: User ID: Payee: WER 1655 Payment Amount: $428.45 Payment Date: 10/14/2010 09:29 AM Balance: $663.65 DAVID BROWN TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 075201 ACCOUNT ITEM LIST: Description 428.45 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 428.45 Total: $428.45 doc: Receiot -06 Printed: 10 -14 -2010 INSPECTION RECORD Retain a copy with permit '- INSPEC ION NO. PERMIT NO. • CITY OF TUKWILA BUILDING DIVISION.. 6300 Southcenter Blvd:; #100, Tukvvila: WA 98188 x(206) 431 =3670 Permit Inspection Request Line (206) 431 -2451 . tCl /x-.27 a Project: 44 a it1.ST100! 0040.# Type of Inspection: „4.-/A/#/ ,� • Address: /©? S'ari/r,/eW7, a .Ay Date Called: • Special Instructions: Date Wanted: p2 — 7 -_ // ::. p.m. Requester: Phone No: a0G »730 -9/2-e • • Approved per applicable codes. Corrections required prier to approval. Zm . COMMENTS: Pg/**0 1 t 1 1) /P ��-- 1A1� 4 a 4 t• SPECTION FEE REQ RED. Priolito next inspection. fee must be at 6300•Southcenter B vd:; Suite 100. Call to schedule reinspection: • .1 • refainftws.W : • • ,e5. 7e 1417—melltszar=valmr•=i+I-a b'c: LV CA, JTRaw ""S7 tlazsCAmv,....e.bygeosiozr j'w INSPE'CTION NO. CITY OF.TUKWILA BUILDING D 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431 -2451 INSPECTION RECORD Retain a copy with permit .6/19--2 7 e PERMIT NO. • (VISION' (206) 4314367:0 Project: - - Type of Inspection: Address: • AO-0 .re13■r7,? 4,' -ti'e 1%Itt Date Called: • / r Special Instructions: ' Date Wante� ms; Requester: Phone No Approved per applicable-codes. (COMMENTS: , s ""'' EJCorrections required prior to approval. • • P O INSPECTION FEE REAL (RED. Pror to next inspection. fee•must be • • aid'at 6300 Southcenter B d.. Su to 100. Call to schedule reinspection... • r'+y5; ••• tilra■ r ..•;'''4, t. :. SPECTION RECORD 1 ,....2 76 . Retain a copy with 'permit • 4 .".• ..: 1 ztty CITY OF TUKWILA BUILDING DIVISION - •:,,„..• • et 6300 Southcenter Blvd., #100;.Tukwila. WA 98183 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 ....• . A INSPECTION NO. PERMIT NO. Project: AMA 0.57-20/4,7 Type of Inspection: 6,L42 1 Al 6. - • • .- .. . Address: /00 41,112,-/-- Date Called: = - • Special Instructions: • s• terovec /0 Date Wand: i ':-. a./ gv 7 / i a. Requester: - Phone No: : Approved per.applicable codes. • OCorrections required prior to.approvah 0 NTS: L .0* Date: Ari.e& 7 I 14//// SPECTION FEE REQUI ED. Prior to ext inspection. fee must be. at 6300 Southcenter Suite 100 Call to schedule reinspection. A • otcr..0571.--'7,,Irre.-4919C3j.:Ze."7"—gg,"•=4....1:PerrA..teme ' •11:-......erri,:1141t24011=777174111-.7,--10•KIZRA37—.11.10, •• • 4 et. 7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION It' 6300 Southcenter ..Blvd., #100; Tukwila. WA 98188 . • (296) 431 -3670 :Permit Inspection Request Line (206) 431 -2451 Flo "2.' g Project: t I _ r T M - . 10 C 4 Type Inspection: ,Ar •A. Go Address: tt ID ei 3 = cam - I i • ti INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE' DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: h4 rd s.'(vv0 Type of Inspection: ,S Je-miG%r— -/ Address: /OD 5 Suite #: /nom Contact Person: 1...10 13‘3,40,02r-A.7 Special Instructions: Monitor: Phone No.: 2-04 -. S24— 2:744%b Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: e fares c J oQ - -401-- Z j ' J0" • 1, :4,- t h- .$104 r• ti • Needs Shift Inspection: • _Sprinklers: Fire Alarm: • - Hood & Duct : Monitor: Pre -Fire: Permits: / Occupancy Type: -. Inspector :. hvii<1 • • I Date: z. /7%►! • Hrs.: / – 480.00 REINSPECTION FEE REQUIRED. You will receive an invoice from - the City of Tukwila Finance :Department. Call.to schedule a reinspection.. , Word /Inspection Record Form.Doc . 1/13/06 4. T.F.D. Form F.P. 113 4 t. '66-INSPECTION NUMBER 5— O/9 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East- Tukwila, Wa. 98188 206 =575 -4407 Project: j wife '_ TYpe I fM�'in,- Ca J Address: /00 st . ,1! #: i , Contact Person: hi eio brcc ecus.r Special Instructions: Phone No.: ma -73o 4' 8' /3E45 ez906. -.3,g---...700 Iy Approved per applicable codes. Corrections required prior to approval. COMMENTS: liorm&iet, 61/w 19,_ Oh_ rkw/ °' 2/2// Needs Shift Inspection: '_ Sprinklers: Are Alarm: i , Hood & Duct: Monitor: Pre -Fire: Permits: i Occupancy Type: • . Inspector: '_ Date: z_ jam- _ 1' Hrs.: i , I $80.00 REINSPECTION FEE REQUIRED. You.will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Do - 1/13/06 T.F.D. Form F.P. 113 .1 • r 1 of Jim Haggerton, Mayor epartment of Csmmunity IteVel 'pment Jack Pace, Director December 27, 2010 David Brown 1420 Fifth Av, Ste 2400 Seattle, WA 98101 RE: Correction Letter #1 to Revision #1 Development Permit Application Number D10 -278 Nordstrom Child Care —100 Southcenter Mall Dear Mr. Brown, 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: Dave Larson at 206 431 -3678 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) 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, enc File No. D10 -278 fer Marshall it Technician W:\Permit Center \Correction Letters V010\1310-278 Corr Ltr #1 to Rev #1.DOC 6300 Southcenter Boulevard, Suite #100 o Tukwila, Washington 98188 a Phone: 206 - 431 -3670 0 Fax: 206 - 431 -3665 • • Tukwila Building Division Dave Larson, Senior Plan Examiner Building Division Review Memo Date: December 23, 2010 Project Name: Nordstroms Child Care Room Permit #: D10 -278 Plan Review: Dave Larson, Senior 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. Detail C3 on sheet A -803 shows a storefront type door leaf with a lock indicator near the floor. This is an I -4 occupancy and the code requires that egress hardware must be usable without any special knowledge or effort and unlatching of any door or leaf shall not require more than one operation. Under Hardware type 4 in the door schedule it states "All other hardware by door supplier ". Please specify all hardware related to locking and latching and if a locking device is used, please provide the code sections where the locking device is approved for an 1 -4 occupancy. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. December 10, 2010 Nordstrom Southcenter Sheet E -201 1. Revise lighting plans to reduce scope as indicated in clouded area. Sheet E -202 1. Revise power and low voltage to reduce scope as indicated in clouded area H A R G I S 600 Stewen Street Suite 1000 Seattle, WA 98101 t I 206A48.3376 t I 208.448.4450 w hargis.biz ENGINEERS • • City ®f Tu 1 Jim Haggerton, Mayor Department of Community Development Jack Pace, Director November 1, 2010 David Brown 1420 Fifth Av, Ste 2400 Seattle, WA 98101 RE: Correction Letter #1 Development Permit Application Number D10 -278 Nordstrom Child Care —100 Southcenter Mall Dear Mr. Brown, 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 comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) 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, ifer Marshall it Technician e File No. DI0 -278 W:\Permit Center\Correction Letters\2010\.D10 -278 Correction Letter #1.DOC 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 o Phone: 206 - 431 -3670 o Fax: 206 - 431 -3665 • Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: October 28, 2010 Project Name: Nordstrom's Child Care Room Permit #: D10 -278 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. Please revise plan to show the door 248 relocated to meet the 2/3 diagonal requirement for egress exit doors for that space. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. 10 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -278 DATE: 01/05/11 PROJECT NAME: NORDSTROMS CHILD CARE ROOM SITE ADDRESS: 100 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 X Revision # 1 after Permit Issued EPARTMENTS: • M B ilding ivislon v I� Public Works Fire Prevention Structural n Planning Division n FlPermit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete n DUE DATE: 01/06/11 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: Please Route Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: Approved with Conditions DUE DATE: 02/03/11 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 • • PLAN REVIEW /ROUTING SHP ACTIVITY NUMBER: D10 -278 DATE: 12/13/10 PROJECT NAME: NORDSTROMS CHILD CARE ROOM SITE ADDRESS: 100 SOUTH:CENTER MALL Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 after Permit Issued DEPA TMEN S:I21 Pding��ivisiion uhlic Woks 1)10 NAh V41-44f Fire revention Structural J1Z N/4 Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete n DUE DATE: 12/14/10 Not Applicable �P.s1..t.?e weY ermrt. @enter INCOMPLETE LETTER MAILED: .. '�, N'S��r�i N• LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Building Please Route Structural Review Required C No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 01/11/11 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: ^S1Cti%;a -- wrr 114 Perm,t Cen fer9Use:Only °y, CORRECTION LETTER MAILED: 1�1i�1i� Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 •PETC-f CORR O PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -278 DATE: 11/02/10 PROJECT NAME: NORDSTROMS CHILD CARE SITE ADDRESS: 15668 WEST VALLEY HY Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: Building Division Public Works Fire Prevention Structural n Planning Division nPermit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 11/04/10 Complete Comments: Incomplete 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 g REVIEWER'S INITIALS: Structural Review Required t❑ No further Review Required ❑ DATE: APPROVALS OR CORRECTIONS: DUE DATE: 12/02/10 Approved ❑ Approved with Conditions ' Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 PE COPY • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -278 DATE: 10 -14 -10 PROJECT NAME: NORDSTROMS CHILD CARE ROOM SITE ADDRESS: 100 SOUTHCENTER MALL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPART Public iYding V orks to ( 0 4VV\ /14)C) Ire Prevention mg Aining4'n Structural ❑ Permit Coordinator NA DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10 -19 -10 Complete Comments: Incomplete Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Notation: Approved with Conditions �-- DUE DATE: 11-16-10 Not Approved (attach comments) NI REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 0 Departments issued corrections: Bldg V Fire ❑ Ping ❑ PW ❑ Staff Initials: �"' Documents /routing slip.doc 2 -28 -02 PROJECT NAME: MO V—CxAMCP CAA \LO CJY18 ERMIT NO: D 1,V -211 SITE ADDRESS: 10t) �OW'�( c�1.►'i(LM IL ORIGINAL ISSUE DATE: t 116 120 0 REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: GOOK-- U� V4 01(24L Received by: /....E t,J �Ows.oc.1 REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) 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 Sa71.wLi!! "'Sm7i4R7.3 'r - t't4 :4 4./0i!h7i d1 r. • , .- "• ii f �S s, � ��• RE I�S'IO SyOUABM ?I ^TTAL .4�+dLE.Y � 1.Y1C IF��fPwfhlC•ilvM4a•.: v..,�.... >•:• . !L � .. � r :- . � R sl,..ii +. a.} Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: D 10- 21 Response to Incomplete Letter # Response to Correction Letter # 1 Revision # 1 after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: Nordstrom Child Care Room Project Address: 100 Southcenter Mall Contact Person: E \vcb Bow rui,„,,,u, JAN 05 2011 PERAtiTCENTEA Phone Number: - t2 ?✓ X4(0 4&, Summary of Revision: 3 No L ct % /L- kCOU►.L o z¶ S tXOP - Sheet Number(s): f - g0 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: J1 V1I\ Entered in Permits Plus on \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Web site: http: / /www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 12/10./12 278 Plan Check/Permit Number: D10 -Z ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ® Revision # 1 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Nordstrom Southcenter -Child Area cnv0 LA DEC 132010 p€RMITCENTER Project Address: 100 Southcenter Mall Contact Person: David Brown Phone Number: (206) 623 -4646 Summary of Revision: Reduction in scope of work including: Reduction of general work area including revision of areas of occupancy type and occupant Toad, decreased child area occupancy , increased stock area occupancy ,decreased occupancy Toad. Reduced amount of demolition for walls and ceiling, electrical and mechanical systems Reduction of new construction work of partitions, electrical and mechanical systems Revision of details to match new scope See attached Narratives for summary of Mechanical and Electrical revisionDrawings are noted CPS �C v sevot•. / • • Drawings are noted "BID /PERMIT SCOPE REDUCTION 12/9/10" and changes are clouded Sheet Number(s): A -001, 002, 121,122,123,124,802, 803 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on I1: ApplicationsWonns- Applications On Line \2010 Applications\7 -2010 - Revision Submittal.doc Created: 8-13 -2004 Revised: 7 -2010 N City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: http: / /www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 11/2/10 Plan Check/Permit Number: D10 -278 ❑ Response to Incomplete Letter # 1 O Response to Correction Letter # l ❑ Revision # after Permit is Issued 9,1T" -,F 7tn t4 ❑ Revision requested by a City Building Inspector or Plans Examiner NOV O 2 2010 Project Name: NORDSTROM- SOUTHCENTER "OW CENTER Project Address: 100 SOUTHCENTER MALL Contact Person: DAVID BROWN Phone Number: (206) 623 -4646 Summary of Revision: REPOSITION EXIT DOOR TO PROVIDE 1/2 DIAGONAL DISTANCE OF SPACE BETWEEN EXITS Sheet Number(s): A -123, A -124 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: J i v.. Entered in Permits Plus on c7 H: Applications \Forms - Applications On Line \2010 Applications \7 -2010 - Revision Subminal.doc Created: 8-13 -2004 Revised: 7 -2010 Contractors or Tradespeople P ter Friendly Page • General /Specialty Contractor A business registered as a construction contractor with LEI 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 EDIFICE CONSTRUCTION CO INC UBI No. 600344212 Phone 2063282700 Status Active Address 1417 31St Ave S License No. EDIFICI191PA Suite /Apt. License Type Construction Contractor City Seattle Effective Date 10/1/1981 State WA Expiration Date 7/5/2011 Zip 981443909 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status EDIFICT192KT EDIFICE COMPLEX INC, THE Construction Contractor General Unused 5/30/1981 5/30/1982 Archived EDIFIC'225KT EDIFICE COMPLEX, THE Construction Contractor General Unused 5/30/1978 5/30/1980 Archived Business Owner Information Name Role Effective Date Expiration Date MUMME, JASON J President 03/06/2009 Bond Amount LOPES, RICHARD W Vice President 03/06/2009 104467407 ALEXANDER, WILLIAM F President 10/01/1981 03/06/2009 BULL, CHRISTOPHER Vice President 11/15/2005 06/08/2007 THRASHER, CHARLES H Chief Accounting Officer 10/01/1981 08/03/2005 Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 8 TRAVELERS CASE SURETY CO 104467407 03/15/2005 Until Cancelled $12,000.0003/04 /2005 7 INS CO OF AMERICA 6150690 05/30/2002 Until Cancelled 04/22/2005 $12,000.00 05/09 /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 21 Ironshore Specialty Ins Co 00R750905001 10/15/2010 10/15/2011 $1,000,000.0010 /12/2010 20 Ironshore Specialty Ins Co SE06CGL00539302 10/15/2009 10/15/2010 $1,000,000.00 10/15/2009 19 NAVIGATORS INS CO SE06CGL00539301 10/15/2007 10/15/2009 $1,000,000.00 10/14/2008 18 NAVIGATORS INS CO SE06CGL00539300 10/15/2006 10/15/2008 $1,000,000.00 10/12/2007 17 NAVIGATORS INS CO GNW5000029 10/15/2005 10/15/2006 $1,000,000.00 11/04/2005 16 AMERICAN EMPIRE SUR LNS INS CO 4GL96400 10/15/2004 10/15/2006 $1,000,000.00 10/12/2005 https://fortress.wa.gov/lni/bbip/Print.aspx 11/15/2010 4 I I I I I I I I I — F--- - - - - -- I • • NR • • • • JECT LOCATION • f ...:.. .......:.........:............. • TOR • • REVISION N0:1 — REVIEWED FOR CODECOMPLIANCE APPPflVED AN /0 2411 1 City o # Tukwila BUILDING mom 1 SCALE: 1/16" • V -0" tO278 CmpFTUKNALA DEC 15 2010 PERMITCENTER 0 8 16 32 0 o ti 00 U a) 1- E Z o =o 0 ncf) r O a) 2 _rn o E E. (p M M O O >Q1-d' EL Q 9 M W I.■,C OO-o In i a) - co o • z O C IIZ o 4-. o o 3 O °0 al N cN 3 Z,cAI"Y. 100 Southcenter Ma Tukwila, WA 98188 0 0 co 0 N ISSUED / REVISED DATE BID /PERMIT 10/11/10 BID SET 11/02/10 12/9/10 h:\ remodel\ projectsVemodels \0057\cadd0057\sheets \0057 a- 002.sht 12/7/2010 10:57:18 AM COPYRIGHT (9 2010 CALLISON LLC. REFERENCE FLOOR PLAN A -002 10 NEW CONSTRUCTION PLAN & RCP - GENERAL NOTES REVIEWED FOR CODE COMPLIANCE APPROVED JAN 10 201 A WHETHER INDICATED OR NOT, LIFE SAFETY SYSTEMS SUCH AS FIRE SPRINKLERS, FIRE ALARM SYSTEM, AND EMERGENCY LIGHTING SYSTEM SHALL BE ADJUSTED AS NECESSARY AND AS REQUIRED TO MEET CODES IN COORDINATION WITH THE ENTIRE BUILDING. B PATCH AND REPAIR ALL CONSTRUCTION IN THE AREAS OF DEMOLITION, AS NECESSARY TO ACCOMMODATE NEW CONSTRUCTION AND FINISHES. THIS INCLUDES PATCHING HOLES, FILLING DEPRESSIONS, LEVELING SURFACES, AND SIMILAR WORK AS NECESSARY TO MAKE REPAIRED SURFACES APPEAR AS NEW. C PERFORM ALL NEW CONSTRUCTION INDICATED, AND SUCH ADDITIONAL CONSTRUCTION AS NECESSARY TO ACCOMPLISH A COMPLETED PROJECT. COORDINATE NEW CONSTRUCTION WITH ARCHITECTURAL PLANS AND SCHEDULES, DISPLAY CASEWORK DRAWINGS, AND OWNER'S PURCHASE ORDER. D VERIFY LOCATION OF CLOSE -BY STRUCTURAL MEMBERS AND UTILITIES BEFORE TRENCHING OR CORING FOR NEW WORK. E NEW FLOOR FINISHES INDICATED ON PLANS SHOW APPROXIMATE EXTENT OF NEW CONSTRUCTION. GENERAL CONTRACTOR SHALL ADJUST THE EXTENT OF NEW CONSTRUCTION AS NECESSARY TO ACCOMMODATE ANY ADDITIONAL DEMOLITION, AND AS NECESSARY TO ACCOMPLISH BLENDING OF NEW AND EXISTING TILES. F NOTIFY ARCHITECT OF EXISTING CONCRETE -SLAB CONTROL JOINTS DISCOVERED DURING DEMOLITION, THAT WILL UNDERLAY HARD FINISHES, SO THAT JOINTS IN THE FLOOR FINISH MAY BE RELOCATED AS NECESSARY. PROVIDE CRACK-ISOLATION MEMBRANE AS INDICATED, AS SPECIFIED, AND AS NECESSARY TO ACCOMMODATE NEW FLOOR FINISHES. G PROVIDE BACKING OR BLOCKING, OF METAL OR OF FIRE-RETARDANT WOOD, AS NECESSARY FOR WALL- MOUNTED ITEMS INCLUDING SCONCES, CASEWORK, MIRRORS, HARDWARE, ACCESSORIES. H RECESSED AND SURFACE- MOUNTED ITEMS TO REMAIN, SUCH AS FIRE - EXTINGUISHERS SHALL BE TEMPORARILY REMOVED AND RE- INSTALLED AS NECESSARY TO ACCOMMODATE PROPERLY APPLIED WALL FINISHES. NEW ACP CEILINGS INDICATED ON RCP'S SHOW APPROXIMATE EXTENT OF NEW CONSTRUCTION. GENERAL CONTRACTOR SHALL ADJUST THE EXTENT OF NEW CONSTRUCTION AS NECESSARY TO ACCOMMODATE ANY ADDITIONAL DEMOLITION, REPLACEMENT OF EXISTING, DAMAGED, OR SOILED TILES, AND TO ACCOMMODATE LEVELING OF EXISTING NON -LEVEL CEILING SUSPENSION SYSTEMS. =CENTER CARPET TILE SEAM 1 ON WALL -� City of Tukwila BUILDING DIVISION atv;cLc, on AAntc,e �c roIonsc 40 CcviPN Ycvis" • • PARTIAL SECOND FLOOR PLAN NEW CONSTRUCTION 1/8" • l,_0.. p 104:78 h:l remodellprojectslremodels\ UUS( lcaddU057 \sheets1UU57_a- 123_MP.sht 12/7/2010 BEVtStON N0,1 cmnFAu► DEC "13 2010 PERMIT CENTER 0 0I- 00 C) o`* E Z:'=r o = 0 ..(0 1- 00) co 0 �— 0 > o < Q L- IZ co co F O O Q 0 ;: CD CD c z rt 0 0 0 O N (V oZ - coI -u. 3 0 V) 1 J V E 0 Zo O c .0 1 = co a v 3 co 2 Southcenter 0 0 CO CO 00 0) CO 0 0 rn 0 N ISSUED / REVISED DATE BID /PERMIT 10/11/10 PERMIT REVISION 11/01/10 BID /PERMIT SCOPE 12/9/10 REDUCTION 10:57:40 AM COPYRIGHT (c) 2010 CALLISON LLC. SECOND FLOOR PLAN - NEW CONSTRUCTION A -123 .. .• , . . .,•' 3 :,• , • • • • • • • • • • • • • • • . • • • • • • • . • . • • • . : .. . • . 3 „ . : • . . 4 . . . . , . . . 3 3 3 3 3 3 3 3 3 . . . . . . . . . . . . . . , . • .3., •• • • 3 .•• .•• • • • .:, . . • • • • • • 1 • • • • • • • • • • • • • • • • • • • • • • • • • • , • • • . • . . • • . • . . • • . • ‘ • • • • • • • ‘ . • . , • . • .3. . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . i; 3: i': 3, 3 :: •3 :„.Si..; :: ::: . 3 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :: :.• 3 ::. :: .., 3 ::. :: . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 3 :::::::::::::::::::::::::::::::::::::::::',:::::::::::::::::-;--x*:-------1-'--------;•-•--------;--------''''',------"-"7- ----•-•-•-•-::: :::,,,:--------',-.•-•-•-•--,---....:?....:.:-.4-:-:-...',, ......... .............. ..... .................. ........... ............................. ............ ................. ........ . . . . . . . . . . . . . . . . . . . .• 3 „ „ „ . . . . . . . . , . . . , • • • • • • .. . • • • • • • • . . • • . • • • • • • , . . • • • • . • .. . . . • . • • • • . • • , . • • . • • . • • • • • • • 3 • . .. • • .. • • ‘ • . • • . . • . . . . . . . . . . . . . . . . .. 3 . .. . .. : . .. • . . . . • 7.1 : . . . . . . :: - - 3 3 :: 3 • • • . . . . . „ . . . . . . . 3 3 . , 3 3: 3 3 .• 3 3 ;.• . : : : .. . 3 3 3 3 : • :: .,:::: :::::: ::: ::: :::::: :::::: ::::1„ • : :: :. ,:. • • • • : • .:,' - - • - • :: • • • - 4,3 • - • • '.... • - •:•!..;• • • • .- •::•• • •---', • - - • - !..• • • • - 4,3 • • • • • • , : 3 . . • . . . • ; 4 .: 3 , • .. .. . . • • ... .• : .. ............................. ......... ,• • ,• • . • • • . • • . • • • • • • .. • ‘ • • • • • • . ‘ • • • • • • • . 3_, t. . . ‘ • . • • • • • • • . • • ‘ . . , • • • • • • • . ‘ . • • • • . • • . • ‘ . . • • • . • • • .. ‘ 424:424 ••• , . . . . . . . . . . . , . . . . . . . . „ 3 . . . . . . . . . , . : 3 33: :•-:::::.::3 .. : 3 3 , ......... ... 44, . . . . . . . :., • • . • • . . . . . : • . • . . . . • . : • . • • . • • . . • • . . . . . . . • . . . . . . . . , . . . . . . . . . . . . . . . . . . . . ..,..•••.•:, :•:::::::::•: 3 'I: 1 :::: • . . . • • . . • • . ‘ . • . • • • . . • . . . • • • • • • • . • ‘ ‘ • . . • • • . • • • ‘ . • ... :::::::-3:::::::;,• 4:::::::::: 4::::::::: • 4:::::33, • ::::::::::::•43::::::::• .:.:::::::::.•:::*•:::::::::,::3 ::::::::::: • . .. . . . . . . . . 3 . . . •• . . . . . 3 .. 3 .. .. .• .• . . . . . . . • • . • • • • • • • . • • • • • • • ., • • • • • • • ., • . • . ‘ • • • • • • • • . . • • 0 . ‘ • • • • • . • ‘ • .. . . • • • • ‘ • • • • • • 0 • . . • ‘ • •• • CHILD CARE „, • 1 3 • . 3 3, 3: L.......3 . • : . ' . ' 3 3 . . -33 246 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •: • • •: • • • • • • • • • • • • • —134 3 ... ••••••••:. 1 • .• • .• •. •.• ••• •••• ••• • .• • •• . • • • • • • • • • • • • • • • • • • • • • • • • • • • • , 3 , 3 , • . • . . • , • . • • • . • . . ‘ . • • • . . ‘ ‘ . • • • . • . • . • • , . •, • , . • 1 . • I , , • • • • • • • • • • • • . 3 . .3 . „ .„ % , . . . • .. . .. .• .• • 3 • ... .. % . .. .• „ . .• . ; . .• .. .• .„ . • . 3 3 • 250 ......... . .. :...... : • ......... ......... ........ , ........ : ....... ......... ............. ... PARTIAL SECOND FLOOR RCP - NEW CONSTRUCTION vw. • 3”" • 3""3 • 3 . . • 3 . . 3 . . . „ . • • , 4 • 3 3 • 10 NEW CONSTRUCTION PLAN & RCP - GENERAL NOTES A WHETHER INDICATED OR NOT, LIFE SAFETY SYSTEMS SUCH AS FIRE SPRINKLERS, FIRE ALARM SYSTEM, AND EMERGENCY LIGHTING SYSTEM SHALL BE ADJUSTED AS NECESSARY AND AS REQUIRED TO MEET CODES IN COORDINATION WITH THE ENTIRE BUILDING. B PATCH AND REPAIR ALL CONSTRUCTION IN THE AREAS OF DEMOLITION, AS NECESSARY TO ACCOMMODATE NEW CONSTRUCTION AND FINISHES. THIS INCLUDES PATCHING HOLES, FILLING DEPRESSIONS, LEVELING SURFACES, AND SIMILAR WORK AS NECESSARY TO MAKE REPAIRED SURFACES APPEAR AS NEW. C PERFORM ALL NEW CONSTRUCTION INDICATED, AND SUCH ADDITIONAL CONSTRUCTION AS NECESSARY TO ACCOMPLISH A COMPLETED PROJECT. COORDINATE NEW CONSTRUCTION WITH ARCHITECTURAL PLANS AND SCHEDULES, DISPLAY CASEWORK DRAWINGS, AND OWNER'S PURCHASE ORDER. D VERIFY LOCATION OF CLOSE-BY STRUCTURAL MEMBERS AND UTILITIES BEFORE TRENCHING OR CORING FOR NEW WORK. E NEW FLOOR FINISHES INDICATED ON PLANS SHOW APPROXIMATE EXTENT OF NEW CONSTRUCTION. GENERAL CONTRACTOR SHALL ADJUST THE EXTENT OF NEW CONSTRUCTION AS NECESSARY TO ACCOMMODATE ANY ADDITIONAL DEMOLITION, AND AS NECESSARY TO ACCOMPLISH BLENDING OF NEW AND EXISTING TILES. F NOTIFY ARCHITECT OF EXISTING CONCRETE-SLAB CONTROL JOINTS DISCOVERED DURING DEMOLITION, THAT WILL UNDERLAY HARD FINISHES, SO THAT JOINTS IN THE FLOOR FINISH MAY BE RELOCATED AS NECESSARY. PROVIDE CRACK-ISOLATION MEMBRANE AS INDICATED, AS SPECIFIED, AND AS NECESSARY TO ACCOMMODATE NEW FLOOR FINISHES. G PROVIDE BACKING OR BLOCKING, OF METAL OR OF FIRE-RETARDANT WOOD, AS NECESSARY FOR WALL-MOUNTED ITEMS INCLUDING SCONCES, CASEWORK, MIRRORS, HARDWARE, ACCESSORIES. H RECESSED AND SURFACE-MOUNTED ITEMS TO REMAIN, SUCH AS FIRE-EXTINGUISHERS SHALL BE TEMPORARILY REMOVED AND RE-INSTALLED AS NECESSARY TO ACCOMMODATE PROPERLY APPLIED WALL FINISHES. J NEW ACP CEILINGS INDICATED ON RCP'S SHOW APPROXIMATE EXTENT OF NEW CONSTRUCTION. GENERAL CONTRACTOR SHALL ADJUST THE EXTENT OF NEW CONSTRUCTION AS NECESSARY TO ACCOMMODATE ANY ADDITIONAL DEMOLITION, REPLACEMENT OF EXISTING, DAMAGED, OR SOILED TILES, AND TO ACCOMMODATE LEVELING OF EXISTING NON-LEVEL CEILING SUSPENSION SYSTEMS. REVIEWED FOR CODE COMPLIANCE APPROVED JAN 10 2811 City of Tukwila BUILDING DIVISION REVISION N01 DIO--178 cirRtSREMLA ute 1 s 2010 PERMIT CENTER h:VemodeRprojectsVemodels100571cadd007\sheets\0057_a-124_MP.sht 12/7/2010 10:57:46 AM COPYRIGHT (s) 2010 CALLISON LLC. • CALLISON www.callison.com www.nordstrom.com Southcenter 0I— ISSUED / REVISED DATE BID/PERMIT BID SET 1 0/1 1/1 0 1 1/02/10 BID/PERMIT SCOPE 12/9/10 REDUCTION SECOND FLOOR RCP - NEW CONSTRUCTION A-124 s FIRE -RATED ASSEMBLY: CONTINUOUS FROM FOUNDATION, THROUGH ALL FLOORS, AN UP T A POINT 30" ABOVE ALL ADJACENT ROOFS DETAILS PER WALL SE Ark aIOT - FIRE -RATED ASSEMBLY: CONTINUOUS FROM SLAB /FLOOR ASSEMBLY BELOW TO UNDERSIDE OF sE JL0OR/DECK ABOVE \ FW FIRE WALL CONSTRUCT PER IBC 2006, SECTION 705 FB FIRE -RATED ASSEMBLY: CONTINUOUS FROM FLOOR BELOW TO UNDERSIDE OF DECK ABOVE OT USED NO- FIRE BARRIER CONSTRUCT PER IBC 2006, SECTION 706 FIRE -RATED ASSEMBLY: CONTINUOUS FROM FLOOR BELOW TO FIRE - RESISTANCE RATED CEILING ASSEMBLY LSE?VE NO S 1 FIRE PARTITION CONSTRUCT PER IBC 2006, SECTION 708 PARTITION /WALL CONFIGURATIONS FC FIRE PARTITION CONSTRUCT PER IBC 2006, SECTION 708 NOTE: ALL PARTITIONS HERE MAY BE MASONRY OR FRAMING W /FINISH MATERIALS. SEE PARTITION -TYPE INDICATOR FOR SPECIFIC CONSTRUCTION. FRAMED PARTITIONS W /FINISH MATERIALS ARE GRAPHICALLY INDICATED HERE FOR CLARITY IN REFERENCING DETAILS AND FRAMING ATTACHMENTS. FOR TOPS AND BOTTOMS OF T- DONRY PARTITIONS, SEE UCTURAL DRAWINGS. 1 FRAMING, INSULATION AND FINISH MATERIALS (OR MASONRY) TO DECK ABOVE \OT A USED NON —FIRE RATED FULL - HEIGHT PARTITION CEILING (WHERE OCCURS), TYPICAL FINISH MATERIAL TO UNDERSIDE OF DECK. B —1 WHERE CEILING OCCURS, INSULATION AND FINISH MATERIALS TO 6" ABOVE CEILING. WHERE NO CEILING OCCURS, INSULATION AND FINISH MATERIALS TO 12' -0" AFF l- NON —FIRE RATED PARTITION WITH FULL AND PARTIAL- HEIGHT FINISH MATERIALS OPTION FOR PARTIAL- HEIGHT FRAMING WITH BRACING, I t _ WHERE CEILING OCCURS, FRAMING, INSULATION, AND FINISH MATERIALS TO 6" ABOVE CEILING C 0 XX X -XXX .c. - -� L ,41 A , - --1 WHERE NO CEILING OCCURS, FRAMING, INSULATION, AND FINISH MATERIALS TO 12' -O" AFF JSED NON —FIRE RATED PARTITION WITH PARTIAL- HEIGHT FINISH MATERIALS FRAMING, INSULATION, AND FINISH MATERIALS TO UNDERSIDE OF CEILING D NON —FIRE RATED PARTITION BRACED AT CEILING INTERSECTING CORNERS OF ALL PARTIAL -HT PARTITIONS SHALL BE CONSTRUCTED PER W a w E NON —FIRE RATED PARTIAL- HEIGHT PARTITION WHERE CEILING OCCURS, FRAMING, INSULATION, AND FINISH MATERIALS TO 6" ABOVE CEILING J/ 1 / WHERE NO CEILING / OCCURS, FRAMING, / INSULATION, AND /FINISH MATERIALS / FULL HEIGHT DoT ED \e- 7,) NON —FIRE RATED FURRING PARTITION NO SCALE MODIFIED JAN 2010-C1010FP -03 Z n 2 O OC H w z 0 oZ 0 0ti 00 r a) � O a) a) > Q Q� .0 0 + (O 0 CO N N. co I- III. 0 0 M M O M FB 11 a A a THE PARTITION -TYPE DESIGNATION OR WALL -TYPE DESIGNATION IS A THREE - UNIT CODE THAT INDICATES THE CONFIGURATION, CONSTRUCTION AND INSULATION OF THE PARTITION AS FOLLOWS: INSULATION (PER THIS DETAIL, BELOW) CONSTRUCTION OF PARTITION /WALL, PER DETAILS BELOW VERTICAL CONFIGURATION OF PARTITION /WALL, PER DETAIL J3 /A -801 PARTITION /WALL SYMBOLOGY INSULATION DESIGNATION a NO INSULATION BATT ACOUSTICAL INSULATION BATT THERMAL INSULATION NOTE: SEE SPECIFICATION FOR STUD SPACING AND GAGE. PARTITION -TYPE LEGEND NO SCALE C1010FP -01 (SCHEMATIC) STRUCTURE TWO 12 GAGE WIRES AT 4' -0" OC MAX ALONG PARTITION ALL WIRE TIMES AT E ATTACHMENT TWISTED 3 NT (SCHEMATIC) STRUCTURE 1 \ PARTITION ATTACHMEN 17------ CLIP AT 4' -0" OC, MAXIM ACOUSTICAL CEILING —� CASING BEAD TOP TRACK, 20 GAGE MINIMUM l —JL-L OPTN ORIENTED PERPENDICULAR OR DIAGONAL TO CEILING TEES ®PARTITION ORIENTED PARALLEL TO CEILING TEES ATTACHMENT OF SPLAY WIRES TO STRUCTURE: AT STEEL STRUCTURE: BEAM CLAMPS. AT CIP CONCRETE STRUCTURE: EMBED THRICE-LOOPED WIRE EMBEDDED INTO CONCRETE (10" MINIMUM EMBEDDED LENGTH). OR CEILING MANUFACTURER'S CLIP, FASTENED TO CONCRETE WITH POWDER- ACTUATED FASTENERS. AT PRECAST OR POST- TENSIONED CONCRETE: CEILING MANUFACTURER'S CLIP, FASTENED TO CONCRETE WITH (2) HILT! X-U 0.157" DIAMETER POWDER- ACTUATED FASTENERS, EMBED 3/4" PER ESR-2269. AT OPEN WEB JOISTS OR TRUSSES: WIRES LOOPED AROUND BOTTOM CHORD. AT WOOD JOISTS (2" NOMINAL MINIMUM WIDTH): 1/4" DIAMETER X 3" LONG CLOSED -EYE SCREWS WITH 1" MINIMUM PENETRATION. OR (3) STAPLES MINIMUM ONTO LOOPED WIRE INTO SIDE OF JOIST. NOTE:UON ALL POWDER - ACTUATED FASTENERS HILTI PER ES REPORT ESR -2269. PARTITION HEAD ATTACHED TO SUSPENDED ACOUSTICAL CEILING SYSTEM (WITH TEGULAR -EDGED TILES) 3 " =1' -0" C1010FP -27 38 5/8" GYPSUM BOARD EACH SIDE METAL STUDS INSULATION IF NOTED 3 5/8" METAL STUDS REVIEWED FOR CODE COMPLIANCE APPOfVED JAN 10 2011 City of Tukwila BUILDING DIvigif N1 MN N0:1 bt0.176 6" METAL STUDS PARTITION (NON- RATED) NO SCALE C1010FP -22 pr TOP 1N r(0R5, 5,.00 51Uv. 8 EpM, No IP AND Bo11p /I TOP" CORNER FRAMING AT PARTIAL HEIGHT PARTITION 3 " =1' -0" z • 0 N J J V 0 Z O c J cES Q U t) www.nordstrom.com FLUTED METAL DECK (20 GAGE MINIMUM) WITH OR WITHOUT CONCRETE. TYPICAL THROUGHOUT THIS DETAIL GENERAL NOTES: 20 GAGE MINIMUM DEEP LEG TRACK OR SLOTTED TRACK TO ALLOW 3/4" DEFLECTION. MAINTAIN DEFLECTION CAPACITY AND FIRE-RATING AT ALL STRUCTURAL MEMBERS STUDS CUT 3/4" SHORT TO ALLOW 3/4" DEFLECTION AT TOP OF FINISH MATERIALS (WHERE OCCURS) PROVIDE 3/4" CLEAR SPACE TO ALLOW 3/4" DEFLECTION. DO NOT SCREW FINISH MATERIALS INTO TOP TRACK - FASTEN INTO STUDS ONLY APPLY OR PATCH FIREPROOFING (WHERE FIREPROOFING IS REQUIRED) AFTER INSTALLATION OF TRACK OR STRAPS AT PARTITIONS WITH ACOUSTICAL INSULATION, INSTALL GYPSUM BOARD 2" SHORT TO ACCOMMODATE LARGER ACOUSTICAL SEALANT JOINT NEEDED TO ACHIEVE 3/4" DEFLECTION ACOUSTICAL SEALANT AND BOND BREAKER TAPE —' ACOUSTICAL PARITION, TYP SEISMIC DESIGN CATEGORIES A AND B: STEEL -ONLY DECK: NO 8 SCREWS AT 16" OC OR STEEL AND CONCRETE DECK: HILTI X -U 0.157" DIAMETER POWDER- ACTUATED FASTENERS AT 24" OC, EMBED 3/4" PER ESR -2269 SEISMIC DESIGN CATEGORIES C, D, E AND F: STEEL -ONLY DECK: NO 10 SCREWS AT 12" OC OR STEEL AND CONCRETE DECK: HILTI X -U 0.157" DIAMETER POWDER- ACTUATED FASTENERS AT 18" OC, EMBED 3/4" PER ESR -2269 NON - ACOUSTICAL PARITION, TYP 4" WIDE PLATE (20 GAGE MINIMUM) AT 48" MAXIMUM OC WHERE NECESSARY FOR PARTITION ATTACHMENT FASTEN TRACK TO PLATE WITH (3) NO 8 SCREWS AT 48" MAX OC FASTEN PLATE TO STEEL -ONLY DECK: WITH (2) NO 8 SCREWS EACH END OF PLATE OR TO STEEL AND CONCRETE DECK WITH (2) HILTI X -U 0.157" DIAMETER POWDER- ACTUATED FASTENERS, EMBED 3/4 ", MIN 4" SPACING PER ESR -2269 ® PARTITION PERPENDICULAR TO FLUTES 0 PARTITION OFFSET AND PARALLEL TO FLUTES OPARTITION BETWEEN PARALLEL FLUTES INTERSECTION OF NON -RATED PARTITIONS WITH FLUTED METAL DECK ABOVE SEISMIC DESIGN CATEGORIES A AND B: STEEL -ONLY DECK: NO 8 SCREWS AT 16" OC OR STEEL AND CONCRETE DECK: HILTI X -U 0.157" DIAMETER POWDER- ACTUATED FASTENERS AT 24" OC, EMBED 3/4" PER ESR -2269 SEISMIC DESIGN CATEGORIES C, D, E AND F: STEEL -ONLY DECK: NO 10 SCREWS AT 12" OC OR STEEL -AND- CONCRETE DECK: HILTI X-U 0.157" DIAMETER POWDER- ACTUATED FASTENERS AT 18" OC, EMBED 3/4" PER ESR-2269 OPARTITION AT DECK EDGE /OPENING SEISMIC DESIGN STEEL -ONLY (6) NO 10 S SEISMIC D STEEL-ON (12) NO 1 SEISMIC A, B, C, D, STEEL-AN (4) HILTI X POWDER -AC EMBED 11/2 , SPACING PER IES A AND B: IGN CATEGORIES DECK: SCREWS SIGN CATEGORIES AND F: CONCRETE DECK: 0.157" DIAMTE ATED FASTEN INIMUM 4" OPARTITION BRACED TO DECK ANGL LON MINIM SEISMIC DES A AND B: FASTEN BR WITH (3) NO OR SEISMIC DES C, D, E AND (5) NO 10 S BRACE OF STUDS (OR DOUBLED STUDS) AT TOP OF PARTITION PER DETAIL 3" =1'-0" 8" X 3" X 8" LLH, (20 GAGE M) N CATEGORIES E TO ANGLE 10 SCREWS N CATEGORIES REWS C�EIV _ CITY E OF TU to Uti; 1"S 2010 PERMIT CENTER C1010FP -25 L METAL STUDS (PER ES REPORT 4943P), MAXIMUM HEIGHT 20'-0" FINISH MATERIALS VARY (MAXIMUM WEIGHT EQUAL TO 2 LAYERS GYPSUM BOARD EACH SIDE PLUS APPLIED FINISHES) FASTENERS: AT PLYWOOD FLOOR (MINIMUM 3/4" CDX): PROVIDE (2) NO 8 X 3/4" WOOD SCREWS AT 24" MAXIMUM OC STAGGERED FOR 1 LAYER GYPSUM BOARD EACH SIDE, 16" MAXIMUM OC STAGGERED FOR 2 LAYERS GYPSUM BOARD EACH SIDE AT CIP CONCRETE FLOOR: PROVIDE HILTI X -DNI .145" DIA X 1" EMBED (POWDER- ACTUATED FASTENERS PER ES REPORT ESR -1663) AT 24" MAXIMUM OC STAGGERED FOR 1LAYER GYPSUM BOARD EACH SIDE, 16" MAXIMUM OC STAGGERED FOR 2 LAYERS GYPSUM BOARD EACH SIDE AT POST- TENSIONED CONCRETE FLOOR: PROVIDE HILTI X -DNI .145 DIA X 3/4" EMBED (POWDER- ACTUATED FASTENERS PER ES REPORT ESR -1663) AT 24" MAXIMUM OC STAGGERED FOR 1LAYER GYPSUM BOARD EACH SIDE, 16" MAXIMUM OC STAGGERED FOR 2 LAYERS GYPSUM BOARD EACH SIDE PTN- TO -FLR CONNECTION FOR SEISMIC SITUATIONS 3 ".T -O" h: \remodeaprojects \remodels \00571cadd0057 is \0057 a- 801_.sht 12/772010 C1010FP -08 WA 98188 S ISSUED / REVISED DATE BID /PERMIT 10/11/10 BID SET 11/02/10 10:57:53 AM COPYRI • O ' s ALLISON LLC. DETAILS (PARTITION TYPES) A -801 EXISTING LIGHT COVE 8 3/4" I >- TOP OF EDGE GUARD AND HDBD DOOR PLATE 1/2"-m, .4-1/4" O 0 t- 00 ▪ d- �o ▪ CO To rn 2 0 O >¢ I• � .. N. W O -� z 0 CO 0 OZ — u)II -lu. 0 O M d• M O M co O N www.nordstrom.com 3' -6" AFF PARTITION PER PLANS 'WOOD TRIM FRT WOOD NAILER A -802 WOOD JAMB AND TRIMS -EXTEND - GWB - - -- INTO LIGHT COVE TO BLOCK SIGHT OF OPENING PARTITION TYPE PER PLANS TYPICAL HARDWARE PUSH -SIDE HARDWARE PULL -SIDE HARDWARE NO STOP AT CASED OPENING NOTE: ELEVATIONS ARE SCHEMATIC. NOT ALL HARDWARE OCCURS ON ALL DOORS. SEE SCHEDULES FOR LOCATIONS. LEAF WITH LEVER NO SCALE OCTOBER 2004 WOOD JAMB (HEAD SIMILAR) 3"=1' -0" MARCH 2008 HOLLOW -METAL FRAME 3 "•1' -0" LIGHT COVE SECTION 42115, JUNE 2009 TOP OF CONCRETE RESILIENT FLOORING WHERE OCCURS ALIGN TOP OF GLUE - DOWN CARPET WITH TOP OF TILE SCREED VINYL EDGE STRIP (CERAMIC, STONE, OR AGGLOMERATE) TILE FLOORING PARTITION CAP AND TRIM 3 "4 -O" COREVIEWED FOR--- DIMENSION POINT APDDfUEn COMPLIANCE JAN i 201 C• BU itYOfTk !a ?PJLDING DIMS, GLUE -DOWN CARPET. CARPET THICKNESS MAY VARY BY TYPE. RESILIENT BASE THINSET CERAMIC TILE LATEX UNDERLAYMENT------ BUILD -UP AS NECESSARY FOR TOP OF CARPET TO ALIGN WITH TOP OF CERAMIC TILE WMX GLUE-DOWN CARPET. CARPET THICKNESS MAY VARY BY TYPE. 11'& I ! /,GIdl L11 / lIA11i11'//II I1111,1!IIII IIIII TOP OF CONCRETE TOP OF FINISH ii- FLOOR OR CARPET CRUSH LINE GATE DETAIL GLUE -DOWN CARPET TO CONCRETE OR RESILIENT FLOORING RESILIENT BASE AT GWB ALIGNMENT OF CERAMIC TILE WITH GLUE -DOWN CARPET LATEX UNDERLAYMENT - BUILD UP AS NECESSARY FOR TOP OF CARPET TO ALIGN WITH CERAMIC TILE FLOORING GLUE -DOWN CARPET TO CERAMIC TILE FLOORING 3 ",1' -0" APRIL 2008 FULL SCALE NOVEMBER 2009 6 "=1' -0" NOVEMBER 2009 NO RDSTROM, INC. NORDSTROM SOUTHCENTER (005) 2010 PLAY AREA REMODEL TUKWILLA, WA DOOR SCHEDULE DOOR FRAME., • FINISH DETAILS ' OPENING SIZE '<:; PUSH I': ' :: '! .....! ....; H'�f HVV FIRE NOMINAL ' TYPE MTL TYPE MTL HEAD JAMB SILL : DOOR FRAME , KICK 'FINISH TYPE' RATING RE Y. 1 6 "X16" PUSH PLATE (ALIGN WITH PULL WHEN DOOR DOES NOT RECEIVE HARDBOARD) Floor 2 245 3' -0" x 7-0" V PL 3' -0" x 7' -0" -- x 7' -0' V HM 3' -0" x 7' -O" - -- 6'-O" x 7' -O" S -- 1. -`J . VI) LU UUUF WIRE PULL SINK'S f �� ADJ SHELF ' PLASTIC LAM FINISH EXPOSED SURFACES TOP OF EDGE GUARD AND HDBD DOOR PLATE 246 247A 247E 2 D19 MARKS ?>: AH E3 /A -802 H M E5 /A -802 H M E5 /A -802 H M E5 /A -802 C9 /A -803 3/A -802 E5 /A -802 E5 /A -802 E5 /A -802 C5 /A -803 C3 /A -802 10B HW #1 EXISTING HW #2 10B HW #3 KD FRAME KD FRAME -CASED OPENING A9 /A -803 US10B HW# 4 A -802 Loulvta DOOR SCHEDULE TYPICAL HARDWARE PUSH -SIDE HARDWARE i PULL -SIDE HARDWARE CITYOFTUKVNLA DEC 132010 PERMIT CENTER O y O 0 f v) z Q V OO W Z as co 2 cc co a) rn 1 Q U co- o •— O � ISSUED / REVISED DATE BID /PERMIT BID SET BID /PERMIT 10/11/10 11/02/10 SCOPE 1 2/9/1 0 NOTE: ELEVATIONS ARE SCHEMATIC. NOT ALL HARDWARE OCCURS ON ALL HW '1 (DOOR 245) 3EA HINGES TA2714 1EA LOCKSET LL1021B 1EA CLOSER 281 -0 X 281 -B INVERTED PLATE 1EA OH STOP 410-S SERIES 1EA KICKPLATE PLKP 12" X 1 1/2" LTDW 3EA SILENCER SR64 MCKINNEY KABA SIMPLEX SARGENT GLYNN JOHNSON TICE IVES H•2 (DOOR 246) REUSE EXISTING HARDWARE DOOR -LEAF WITH PUSH / PULL NO SCALE OCTOBER 2008 HW •3 (DOOR 247A) 3EA HINGES TA2714 1EA CLOSER 281 -0 1EA PUSH PLATE 106 6X16 (LAMINATE) 1EA PULL PLATE 102 X 21 1EA KICKPLATE PLKP 12" X 1 1/2" LTDW 1EA WALL STOP WS407CCV 3EA SILENCER SR64 MCKINNEY SARGENT TICE TICE TICE IVES IVES HW 84 (DOOR 2D19) 2EA PUSH /PULL SETS 3332 (12" CTC PULL,VERIFY CTC PUSH) TICE ALL OTHER HARDWARE BY DOOR SUPPLIER HARDWARE SCHEDULE DETAILS DOOR SCHEDULE ____w______ A-802 : remo•e prole s remoses 11 Ca•' 11 s ee 11 _a-:1 _.s 1 1 10:58:03 AM COPYRIGHT CO 2010 CALLISON LLC. 1 1. -`J . VI) LU UUUF WIRE PULL SINK'S f �� ADJ SHELF ' PLASTIC LAM FINISH EXPOSED SURFACES TOP OF EDGE GUARD AND HDBD DOOR PLATE 246 247A 247E 2 D19 MARKS ?>: AH E3 /A -802 H M E5 /A -802 H M E5 /A -802 H M E5 /A -802 C9 /A -803 3/A -802 E5 /A -802 E5 /A -802 E5 /A -802 C5 /A -803 C3 /A -802 10B HW #1 EXISTING HW #2 10B HW #3 KD FRAME KD FRAME -CASED OPENING A9 /A -803 US10B HW# 4 A -802 Loulvta DOOR SCHEDULE TYPICAL HARDWARE PUSH -SIDE HARDWARE i PULL -SIDE HARDWARE CITYOFTUKVNLA DEC 132010 PERMIT CENTER O y O 0 f v) z Q V OO W Z as co 2 cc co a) rn 1 Q U co- o •— O � ISSUED / REVISED DATE BID /PERMIT BID SET BID /PERMIT 10/11/10 11/02/10 SCOPE 1 2/9/1 0 NOTE: ELEVATIONS ARE SCHEMATIC. NOT ALL HARDWARE OCCURS ON ALL HW '1 (DOOR 245) 3EA HINGES TA2714 1EA LOCKSET LL1021B 1EA CLOSER 281 -0 X 281 -B INVERTED PLATE 1EA OH STOP 410-S SERIES 1EA KICKPLATE PLKP 12" X 1 1/2" LTDW 3EA SILENCER SR64 MCKINNEY KABA SIMPLEX SARGENT GLYNN JOHNSON TICE IVES H•2 (DOOR 246) REUSE EXISTING HARDWARE DOOR -LEAF WITH PUSH / PULL NO SCALE OCTOBER 2008 HW •3 (DOOR 247A) 3EA HINGES TA2714 1EA CLOSER 281 -0 1EA PUSH PLATE 106 6X16 (LAMINATE) 1EA PULL PLATE 102 X 21 1EA KICKPLATE PLKP 12" X 1 1/2" LTDW 1EA WALL STOP WS407CCV 3EA SILENCER SR64 MCKINNEY SARGENT TICE TICE TICE IVES IVES HW 84 (DOOR 2D19) 2EA PUSH /PULL SETS 3332 (12" CTC PULL,VERIFY CTC PUSH) TICE ALL OTHER HARDWARE BY DOOR SUPPLIER HARDWARE SCHEDULE DETAILS DOOR SCHEDULE ____w______ A-802 : remo•e prole s remoses 11 Ca•' 11 s ee 11 _a-:1 _.s 1 1 10:58:03 AM COPYRIGHT CO 2010 CALLISON LLC. 1 3 5 7 :\ rem oaenprojects \remoaels\UO57\caddUU5715 fleets \UU57_a- SU3_.s :11 :55 AN COPYRIGHT (9) 2010 CALLISON LLC. 0 O N- 0 0 x— d' V a� `r E z = — o = 0 0 co, E M co o O > < - i- Q > M M N I-= oo•E V) - 0MMo 0 ~ .., 0 (O C w W 0 7 o 0 Q N o Z o () I- u. • Z 100 Southcenter Ma Tukwila, WA 98188 ISSUED / REVISED DATE BID /PERMIT 10/11/10 BID SET 11/02/10 BID /PERMIT SCOPE REDUCTION PERMIT REVIEW CORRECTION 12/9/10 1/3/11 ENTRY DOOR DETAILS A -803 E9 f► 1 EXISTING FRAMING VERIFY DIRECTION AND ' SPACING, PROVIDE BACKING 1 AS SHOWN IF REQUIRED ' FOR PROPER ANCHORAGE OF STOREFRONT 2x FRT BLOCKING / = 4 1/2" STOREFRONT SYSTEM A -803 A-803 BETWEEN 1 AS NECESSARY FRAMING 12'_0" AFF _ _ 10' -6" AFF 8,_0., /�F A5 z� s • DIMENSION �� II ) C II I POINT / EXISTING SOFFIT MATCH ADJACENT FINISH `\ ` \ PATCH TO .liA"--H.1 -.... -� EXTENT AS NECESSARY INSTALL OF OPENING TO BLCOKING �i D �i % �i A -803 C5 \ \ ` 1 1 / A -803 10' -0" I SYSTEMSTOREFRONT VERIFY X STOREFRONT A7 1 HEAD AT SOFFIT A -803 ELEVATION JAMB AT 1/4' - 11_0�� 311.1I_0" E J 3" 1' -0" 3/4" FR PLYWOOD BLOCKING AS • NECESSARY TO SUPPORT STOREFRONT STUD PART I N VERIFY STUD LOCATION PROVDE BACKING AS REQUIRED TO PROVIDE ATTACHMENT POINTS �-4 1/2" STOREFRONT SY REVIEWED FOR 0 2i, 11 1 URYY��a = Tukwila DIV ION M DOOR CLOSER (WHERE OCCURS) TUBE FINISH TO MATCH / ri CODE COMPLIANCE APDonwm JAN .I City BUILDING _ EQ�EQ\ z d- // (1_ GLASS //� / /, PUSH/PULL INpICATOR EQQ /\\ 1 = f 1 I rtk— I ' � DOOR OPERATOR CONTINUOUS D — - —� ".4 _ 11 FROM LATCH EDGE TO PIVOT �� 4 1/2" STOREFRONT w cD . /' SYSTEM Z r zw C) V�1 4 —J . 4 1/2" STOREFRONT SYSTEM STOREFRONT -TYPE DOOR -LEAF ELEVATION STOREFRONT JAMB STOREFRONT ( TRANSOM AT DOOR STOREFRONT TRANSOM AT LITE NTS 3 " -1' -0" 3 " -T -O" C9 3" 1' -0" 4 1/2" STOREFRONT SYSTEM //cTrYRILA THRESHOLD- MOUNTED BOTTOM PIVOT JAN, 0'2011 PERMIT �- 4 1/2" STOREFRONT SYSTEM - �► SALES FiQOi e l ._I_ L_ THRESHOLD .- i CORRECTION LTA A • • A �. ®. STOREFRONT A7 _. !,. E4 A . A ® . 0 STOREFRONT .- a is ��: 1 ' A tl A 1- a �. i i. i u . m e i, A � �rVI5IONNO1 i • A A A I 3...1.-0.. yo:40) 1 0,... /2.1 /Z :\ rem oaenprojects \remoaels\UO57\caddUU5715 fleets \UU57_a- SU3_.s :11 :55 AN COPYRIGHT (9) 2010 CALLISON LLC. 0 O N- 0 0 x— d' V a� `r E z = — o = 0 0 co, E M co o O > < - i- Q > M M N I-= oo•E V) - 0MMo 0 ~ .., 0 (O C w W 0 7 o 0 Q N o Z o () I- u. • Z 100 Southcenter Ma Tukwila, WA 98188 ISSUED / REVISED DATE BID /PERMIT 10/11/10 BID SET 11/02/10 BID /PERMIT SCOPE REDUCTION PERMIT REVIEW CORRECTION 12/9/10 1/3/11 ENTRY DOOR DETAILS A -803 2 3 4 SYMBOLS & ABBREVIATIONS SYMBOL ABBREV. DESCRIPTION SYMBOL ABBREV. DESCRIPTION AREA SERVED o o A.C. AIR CONDITIONING UNIT A.D. AIR DOOR A,F.F. ABOVE FINISHED FLOOR KW AC �AC-XXX) TAG MECHANICAL EQUIPMENT NOM. NOMINAL /X/X/ O.B.D. OPPOSED BLADE DAMPER 8.5 ORIFICE SIZE (INCHES) O.A. OUTSIDE AIR OV. OVAL f /J.' P.B.D. PARALLEL BLADE DAMPER P.O.C. POINT OF CONNECTION REMARKS B.D.D. BACKDRAFT DAMPER B.S. BIRD SCREEN B.O.G. BOTTOM OF GRILLE B.O.D. BOTTOM OF DUCT BT B.T. BYPASS TIMER I. CENTER LINE CUH CABINET UNIT HEATER DIA. DIAMETER D.S. DISCONNECT SWITCH D.T.S. DUCT TEMPERATURE SENSOR 1 D.G. DOOR GRILLE O DRAWING NOTE V V -4' R RB Cii ,�,, N �}, R. RELOCATE R.A. RETURN AIR R.B. REBALANCE R.A.G. RETURN AIR GRILLE R.V.D. REMOTE VOLUME DAMPER RETURN DUCT DOWN I ® RETURN DUCT UP D D DUCT DROP IN DIRECTION OF ARROW --1-- 12.6 i 1 (187,12" SERVED BY FIT 2 -12 EDC 2 -12 „w„ SIDE INLET CAN R R DUCT RISE IN DIRECTION OF ARROW 2ND DN. DOWN E.C.H. ELECTRIC CEILING HEATER E.D.C. ELECTRIC DUCT COIL E.F.C. ELECTRIC FAN COIL E.U.H. ELECTRIC UNIT HEATER E.C. ELECTRICAL CONTRACTOR ELEVATION EXIST. EXISTING E.A. EXHAUST AIR E.F. EXHAUST FAN EXT. EXTERIOR OR EXTERNAL 'LO 277VI1 PH 3.6 1 SD SERVED BY FIT 2 -13 S.D. SMOKE DETECTOR O S. DMPR, SMOKE DAMPER S.P.F. SMOKE PURGE FAN S.S.S.C. SOLID STATE SPEED CONTROL Jr S.L. SOUND LINING CHILD CARE 2D19, STORAGE 245 1350 DAMPER SP. DMPR. SPLIITTER RECT. ROUND IIIM SQUARE TO ROUND DUCT TRANSITION - I - S1S STARTISTOP SP STATIC PRESSURE SENSOR o S.A. SUPPLY AIR r''�,' SUPPLY DUCT DOWN .� Jr Jr EXTR. EXTRACTOR V F.I.T. FAN INDUCTION TERMINAL ; F E D 0 O N w 3 14 PARTIAL SECOND FLOOR HVAC PLAN - DEMO SCALE : 118 " =1-0" /7r ttttllll \ \ \ -. tu„ 14:14 5 O,x4 /! 1 Lc 'Th) 11Ox4 95 L i f 140 0x4 140 PARTIAL SECOND FLOOR HVAC PLAN - NEW SCALE : 1/8 " =1' -0" ` 1 J E N0:1 X10 ��8 COPYRIGHT ,c s cm�SFAu+ DEC 1'32010 PERMIT CENTER LEGEND DEMO —. MING TO RE .PjN N•,DUCTWORK .k �. A tC M REWIRED 0 or- 00 0 .1- CD E 0 : O 0 ft o)' O a) C10pr E pMcr) O ® > < d- ,� cg < --a; M M F O O L Hi ... Mc)O �a r-- 000O U W rg 0 ... 0 0 Z co O ® O - N N - N U. CONSULTANT: N C "50 73 a) c _ c ,-M e- C 00 co oo ,C O CO co .c .0 QQpO 0 N V « co CO E d' - U. N+-°00 MN N N a. 09 Ma) • 0 U) J 0 CALLISO www.callison.com ;;,-; 0 Lif) z i2 210449.00 ISSUED / REVISED DATE BID /PERMIT 10/11/10 BID SET 11/02/10 BID /PERMIT SCOPE REDUCTION 12/09/10 SECOND FLOOR 1VAC PLAITS - DEMO AND NEW M -121 10 Uh ) O or• 00 (2 a) Z o rn 2 (D- I- - O a� W Z 0 z o m 0 OZ (.) E 0 c0 o ) r M M 0 Nt MC7'a 0 0 M M co O 0 0 N N Fu.3 H cg W W °) r- Z_ a) ° co O V) ° ~ .N Z M �t .n "w Q Ch d' N z aH 3o {Y 00 CO °° a0 Cr) Tr� NI- iii 31 0 . co . co co .c mom, co cg 3 C Z ma co CO CD F. u. 3 2 WS WM • E Z o Z V p c co d) o J J - 1 J co < a9 0 0 -1E; CONNECT RELOCATED LIGHT FIXTURE TO EXISTING CIRCUIT INDICATED. RE- CONNECT EXISTING FIXTURE TO EXISTING CIRCUIT NOTED. INSTALL NEW J -BOX TO INTERCEPT EXISTING CIRCUITS NOTED FOR SERVICE TO NEW FIXTURES. co 2 Southcenter WA 98188 0 0 rn 0 N B SEA HE I STAIR HE E —5 HE EM —5 ISSUED / REVISED DATE BID /PERMIT 10/11/10 BID SET 11/02/10 BID /PERMIT SCOPE 12/9/10 REDUCTION A PARTIAL SECOND FLOOR DEMOLITION PLAN - LIGHTING SCALE: 118' -0" PARTIAL SECOND FLOOR NEW CONSTRUCTION PLAN - LIGHTING SCALE: 1/8'-0" SECOND FLOOR DEMOLITION AND NEW PLAN - LIGHTING APPROVAL E -201 $$$ DESIGN $SPECIFICATION$$$$$$$$$$$$$ $$$DATE$$$$ $TIME COPYRIGHT U 2010 1 2 3 4 5 6 7 10 0 0 I` 00 • — O 1. Z m O co 2 a a) O >Q IC ¢ N w O z O o ,cizi) oZ —cnNu. CD O 206 303 4319 DOVIN TO 1A FLOOR E OMBRUN 1G -2.4 :6 :8,10$12 C0 ti M M 0o cc 0 N 206 448 4450 ED C-2- 3,5 KW 277V,1- CKT. IT 2- -113T 277V x 1G -4g i EXIST CANDY TOB AND ;1 -40 PUBLIC VIEW MONITOR PVM MOUNT RECEPT. HORIZ. AT +9' -0" AFF. CENTER ABOVE j DOOR OPENING. CKT. 1G -2 FT 2-12 TS-314P- 277\ 10 CKT. 1E-6 CON ECT NEW FOURPLEX TO EXISTING CIRCUIT 1E 6 AT THIS LOCATIONS I � FIXED TV CAMERA DROP ABOVE CEILING. LEAVE 25' SPARE CABLE COILED ABOVE j CEILING AT CAMERA LOCATION. CONTRACTOR SHALL MATCH PLENUM CABLE TYPE AND SUPPORT EXISTING IN STORE AND SHALL RUN CABLE BACK TOI EXISTING SECURITY VIDEOHEAD END LOCATION IN STORE. RELOCATE TEMP. SENSOR PROVIDE 4N ORTRONICS TELECOMMUNICATIONS OUTLET WITH FOUR (4) JACKS. ROUTE 4 CAT. 5E CABLES TO NEAREST MC /HC FOR (1) POS, (1) VOICE, (1) PC AND (1) PRINTER. 0 N V ee 0 Z 9 0 0 O N 9 v CONNECT NEW RECEPTACLES TO CKT. 1G-2 AT THIS EXISTING RECEPTACLE. G - -4' 1G_ ; P.O.M. ROOM OFFICE crnARSIu+ DEC 1's 2010 PERMIT CENTER 2 0 il _ _ ca O g L H. IIJ ..., Z a) c) W 0o �co = I- co 0 O o. . ,_ ,_ z WA 98188 0 0 0) 0 N ISSUED / REVISED DATE BID /PERMIT SET 10/11/10 BID SET 11/02/10 ASI 1 11/17/10 12/9/10 BID /PERMIT SCOPE REDUCTION PARTIAL SECOND FLOOR DEMOLITION PLAN - ELECTRICAL SCALE: 1/8'-0" PARTIAL SECOND FLOOR NEW CONSTRUCTION PLAN - ELECTRICAL SCALE: 1/8' -0" SECOND FLOOR DEMOLITION AND NEW PLAN - POWER E -202 $$$ DESIGN $SPECIFICATION$$$$$$$$$$$$$ $$$DATE$$$$ $TIME COPYRIGHT (9) 2010 CALLISON LLC. 9 9 9 9 4.1 ii- 111.rnalaniff 7anumnost=1.21. 1 corE RE NCE LIJ wOMENIS ACTIVE Tsavarm., :641ar–,r.—nrIllf=e/ cppRiDOR 10 t_ ----- .?".-., (11r001SIT - , JT TV/SECURITY )LT0'1(1411[1 r/OO RcOM .--• ' I 1 wafo.r,x7167 WOMEN'S ACTIVE OR TALOROLTERAIIONS Eraj TRAINING ROOM , I .1"..,01/11--)u,„/, 1 is-q- 2006 :,, . ,..,_ I L-... . - I .1. - ... , 5 1 '44 ns tr--1. r ' ."2,----i .■;07,,TIAI, OCCASI(N/SO.1Di° 12/ST JOHN (if? ..1 1,-----,--1 ricic'?,.,-,J[. , t-f,-- , i ---,, FITTING rE INDIVIDUALIST 2D-14 rr ' POINT' 2D1b CALLERY/COLLECI OR'S, SOCK EDU a —11 r 44. nrrmrr SAVVY 1C iNDIVINALISTAVONEN'S ACTIVE: J004: DE1 5R)CK I 41:2 --"Tt — srocx 1 1 1 ;- Ffff ' 1 1 11 1 OFFICE L2:-D STOCK 1- NARRAT1vE OFFICE COPJ?1001. TiMINPMAMORIPMWOMP-AlfrAWMINIONS+10.0.014rMIZ,WAV VEST FTC' JANITOR REGEtviNG/SIAG 17671 .‘" WOM 2• REVIEVVED FOR CODEICOMPLIANCE APPROVED OT 2 7 2010 1 City ot Tukwila BUILDING DIVISION SCALE: 1/16" = • PROJECT LOCATION — -0 RECEIVED OCT 1 4 2010 PERMIT CENTER 0 8 16 32 hAremodelNprojects\remodelM0057\cadd00571,sheets\0057_a-002.sht 10/10/2010 10:21:47 AM COPYRIGHT (2) 2010 CALLISON LLC. z 2 0 (i) w rg ° o Z 0 0 N- 0 0 0 co0) a) 7.7. o 0 (a (NI - • coI-Ii. 3 a) (/) CD CD Ce) 0 1 Z O c (1) = a co • c). co 2 Southcenter 0 0 1— ISSUED / REVISED DATE BID / PERMIT 10/11/10 REFERENCE FLOOR PLAN A-002 9 10 POINT- _ _ _ _ r_ -J _ _ LOON I IRST DN FR THIRD 1_._ _ L-- 1- 1_11L_I_-: GIFT STOCK 11 n n P.O.M. ROOM ;rdbER 1 VET' 2 �W 2D2:11 CORRIDOR STAIR 'JANITOR PARTIAL SECOND FLOOR PLAN - DEMOLITION 1/8" , V-0" , DEMOLITION PLAN - GENERAL NOTES A OWNER SHALL REMOVE ALL MERCHANDISE, MERCHANDISING FIXTURES, FURNITURE, BACKWALL SHELVES, AND ARTWORK FROM THE SALES FLOOR (THIS WORK IS NOT INDICATED ON DRAWINGS). REMOVAL SHALL BE COMPLETED PRIOR TO GENERAL CONTRACTOR'S DEMOLITION. B ALL REMAINING FIXTURES, FURNITURE, OFFICE FURNITURE AND EQUIPMENT, POS EQUIPMENT, AND ARTWORK (WHETHER INDICATED FOR DEMOLITION OR NOT INDICATED ON DRAWINGS) SHALL BE SALVAGED FOR OWNER. COORDINATE RELOCATIONS WITH OWNER. C ALL OTHER ITEMS INDICATED FOR DEMOLITION, INCLUDING STOCK SHELVING, HANG STOCK SYSTEMS, FIRE EXTINGUISHERS, PUBLIC PHONES, BULLETIN BOARDS, AND WHITE BOARDS SHALL BE SALVAGED BY THE GENERAL CONTRACTOR FOR POSSIBLE RE -USE ON THIS PROJECT. OWNER SHALL APPROVE RE -USE OF ANY SALVAGED ITEM, AFTER REVIEWING ITS CONDITION. UNUSED SALVAGED ITEMS SHALL BE RETURNED TO THE OWNER UPON COMPLETION OF THE PROJECT. D DEMOLISH ALL CONSTRUCTION INDICATED FOR DEMOLITION, (INCLUDING BUT NOT LIMITED TO: PARTITION WALLS, DRESSING ROOM PARTITIONS, DOORS, CASHWRAPS, BACKWALL CASEWORK, BACKWALL MIRRORS, WALL MTD FABRIC PANELS) AND SUCH ADDITIONAL CONSTRUCTION AS NECESSARY TO ACCOMMODATE NEW CONSTRUCTION. SEE CONSULTANT DRAWINGS FOR ADDITIONAL DEMOLITION RELATED TO THOSE DISCIPLINES AND TRADES. E DEMOLISH ALL HARD FLOORING, TILE FLOORING, CARPETS /PADS /SCREEDS, TACKSTRIPS, AND WALL BASE INDICATED FOR DEMOLITION AND AS NECESSARY TO ACCOMMODATE NEW CONSTRUCTION. DEMOLISH SETTING BEDS WITHIN SLAB DEPRESSIONS ONLY WHERE NOTED, SPECIFIED, OR DETAILED. WHERE WOOD BASES AT MIRRORED COLUMNS ARE SCHEDULED FOR REMOVAL, VERIFY MIRROR IS POSITIVELY ATTACHED TO COLUMN AND IS NOT SUPPORTED BY THE WOOD BASE. F DEMOLISH /REMOVE ALL GRAPHICS AND SIGNAGE FROM ALL SALES FLOOR AREAS, AND AREAS TO RECEIVE NEW WORK. G WHERE WALL FINISHES OR FLOOR FINISHES ARE INDICATED TO BE DEMOLISHED, DEMOLISH (OR SALVAGE) ALL ITEMS INTEGRATED WITH THE FINISHES (SUCH AS TOILET ACCESSORIES, TOILET PARTITIONS, WALL DIFFUSERS, BULLETIN BOARDS, SIGNAGE, ELECTRICAL DEVICES AND TRIMS, ETC) AS NECESSARY TO ACCOMODATE NEW CONSTRUCTION. H WHERE ELECTRICAL ITEMS ARE INDICATED FOR DEMOLITION, DEMOLISH ELECTRICAL SYSTEM BACK TO ELECTRICAL PANEL, OR TO POINT OF CONNECTION TO NEW CONSTRUCTION. I WHERE PLUMBING ITEMS ARE INDICATED FOR DEMOLITION, DEMOLISH PLUMBING SYSTEM TO A POINT WHERE IT CAN BE CAPPED OFF, OR TO POINT OF CONNECTION TO NEW CONSTRUCTION. J WHERE HVAC ITEMS ARE INDICATED FOR DEMOLITION, DEMOLISH HVAC SYSTEM TO POINT OF CONNECTION TO NEW CONSTRUCTION. K VERIFY LOCATION OF EXISTING -TO- REMAIN ELECTRICAL FLOOR BOXES. NOTIFY ARCHITECT IF THE VERIFIED LOCATION CONFLICTS WITH THE PROPOSED LOCATION OF NEW CASEWORK. DEMOLITO PLAN - KEYNOTES (DIF/B/W) REMOVE EXISTING ROOM FINISHES AND SALESFLOOR BACKWALL FINISHES AS INDICATED. F= FLOORING (ALL UNLESS OTHERWISE INDICATED, B =BASE (ALL UNLESS OTHERWISE INDICATED), W -WALL COVERING (ALL UNLESS OTHERWISE INDICATED). WHERE ENTIRE ROOM IS INDICATED TO BE DEMOLISHED, NO SYMBOL IS SHOWN, SINCE ALL FLOOR FINISHES, WALL FINISHES AND MISCELLANEOUS ITEMS, ARE (OBVIOUSLY) TO BE DEMOLISHED ALONG WITH THE WALLS THAT SURROUND THE ROOM. DEMOLITION IS INDICATED ON THE DRAWINGS AND IN THE GENERAL NOTES. KEYNOTES BELOW ARE SUPPLEMENTAL, AND ARE INTENDED TO FURTHER CLARIFY DETAILS OF DEMOLITION. O1 DEMOLISH PORTION OF WALL /PARTITION AS INDICATED FOR NEW CASED OPENING FOR NEW DOOR AND FRAME OR CASED OPENING @ REMOVE DOOR AND FRAME OR CASED OPENING O DEMOLISH GYPSUM BOARD ON ONE SIDE OF PARTITION(WERE GRAPHICALLY INDICATED) AS NECESSARY TO INSTALL BLOCKING FOR NEW DRESSING ROOM HARDWARE OSALVAGE FIRE EXTINGUISHER AND CABINET OR BRACKET FOR REINSTALLATION O REMOVE WALL PANELING U HANG ROD /STOCK SHELVING TO BE REMOVED AND RECONFIGURED BY OWNER n / REMOVE CASHWRAP AND DISPLAY CASEWORK COORDINATE W/ OWNER REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 7 2010 Cityof Tukwila BUILDING DIVISION RECEIVED OCT 14 2010 PERMIT CENTER h:Vemodell projects\ remodel s100571cadd00571sheets10057 _a- 121_MP.sht 10/10/2010 10:21:56 AM COPYRIGHT (9) 2010 CALLISON LLC. O O O � a) Z~= 2 O > ▪ Q F � F. w 0 Z 0 Q o Z N- O 0 T- O CD CO 0 e- O co co ad".4- co co) O • co co - c D CO X00 N N N F W www.nordstrom.com 2 Southcenter CO CO 0) 0 O rn 0 N ISSUED / REVISED DATE BID / PERMIT 10/11/10 SECOND FLOOR PLAN - DEMOLITION A -121 10 ( ar -nwamm (.. 0 0 j 0 Mira - - —(w - - - -0 �1p - 1�111 111 - - -I11 11111 • .. 111 1 I.l - - �f` - _111 I III 1 1 1 11 1111x_ ___ __I1 11111 1 111 1 i11 =IP- - - =1 111 I .. l 1 w 1 I IIII1 _ _. �.H 1 1n11 I' 1u 1 1+1 - }-01- -Ill 1 III 1 11 1ial. I '-- 1- --1- -1111 I IF $ c 5 .11 __ asses L Wi4 +!IIf dIA ot j '11011, 11 v PARTIAL SECOND FLOOR RCP - DEMOLITION 1/8" • 1' -0" 1 1 RECEIVED OCT 14 2010 PERMITCENTER Duo z7 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 7 2010 City of Tukwila BUILDING DIVISION O I�- O O r d' C.) a) E Z m 0 0 @.,Jr0rn G co O _ E M co O 0 >Q 1- .t-.. Wa? jMM D I't OO nip a) co O 0 if co c„ c Z rt 0 0 0 0 0 0 N CV O Z r CD F I. Ch UJ CC LIJ o Fw a z w .. w O LU .— W Q DEN OLITION RCP - GENERAL NOTES A DECORATIVE PENDANT -TYPE LIGHT FIXTURES, CHANDELIERS, AND TRACK -LIGHT FIXTURES (WHETHER INDICATED FOR DEMOLITION OR NOT INDICATED ON DRAWINGS) SHALL BE SALVAGED FOR OWNER. B ALL OTHER CEILING - MOUNTED ITEMS, INCLUDING LIGHT FIXTURES, EXIT LIGHTS, SPEAKERS, HORN - STROBES, AND SECURITY CAMERAS (WHETHER INDICATED FOR DEMOLITION OR NOT INDICATED ON DRAWINGS) SHALL BE SALVAGED BY THE GENERAL CONTRACTOR FOR RE-USE ON THIS PROJECT. OWNER SHALL APPROVE RE -USE OF ANY SALVAGED ITEM, AFTER REVIEWING ITS CONDITION. UNUSED SALVAGED ITEMS SHALL BE RETURNED TO THE OWNER UPON COMPLETION OF THE PROJECT. DEMOLISH ALL CONSTRUCTION INDICATED FOR DEMOLITION, AND SUCH ADDITIONAL CONSTRUCTION AS NECESSARY TO ACCOMMODATE NEW CONSTRUCTION. SEE CONSULTANT DRAWINGS FOR ADDITIONAL DEMOLITION RELATED TO THOSE DISCIPLINES AND TRADES. D DEMOLISH ALL ACP CEILING SUSPENSION SYSTEMS AND TILE AS INDICATED, AND AS NECESSARY TO ACCOMMODATE NEW CONSTRUCTION. SALVAGE SUCH PARTS OF THIS CONSTRUCTION AS IS PRACTICAL, FOR RE -USE ON THIS PROJECT. E WHERE CEILING IS INDICATED TO BE DEMOLISHED, DEMOLISH ALL SYSTEMS INTEGRATED WITH THE CEILING (SUCH AS SPEAKERS, SMOKE DETECTORS), AS NECESSARY TO ACCOMMODATE NEW CONSTRUCTION. F WHERE ELECTRICAL ITEMS ARE INDICATED FOR DEMOLITION, DEMOLISH ELECTRICAL SYSTEM BACK TO ELECTRICAL PANEL, OR TO POINT OF CONNECTION TO NEW CONSTRUCTION. G WHERE PLUMBING ITEMS ARE INDICATED FOR DEMOLITION, DEMOLISH PLUMBING SYSTEM TO A POINT WHERE IT CAN BE CAPPED OFF, OR TO POINT OF CONNECTION TO NEW CONSTRUCTION. H WHERE HVAC ITEMS ARE INDICATED FOR DEMOLITION, DEMOLISH HVAC SYSTEM TO POINT OF CONNECTION TO NEW CONSTRUCTION. co 2 Southcenter WA 98188 co .�L O 0 1— ISSUED / REVISED DATE BID / PERMIT 10/11/10 DEMOLITON RCP - KEYNOTES DEMOLITION IS INDICATED ON THE DRAWINGS AND IN THE GENERAL NOTES. KEYNOTES BELOW ARE SUPPLEMENTAL, AND ARE INTENDED TO FURTHER CLARIFY DETAILS OF DEMOLITION. REMOVE PORTION OF GWB COVE 0 REMOVE PORTION OF ACP, SALVAGE TILE FOR PATCH IN h:Vemodel\projects\ remodels \0057\cadd0057 \sheets \0057_a- 122_MP.sht 10/10/2010 10:22:04 AM COPYRIGHT CO 2010 CALLISON LLC. SECOND FLOOR RCP - DEMOLITION A -122 9 10 is ALIGN PG a. A -802 GATE SEE 6'-3" 16'-6 1/2 " tre AyIMA,:4:161Ite:. rR,rarr.rx rar OFFICE LLR EF..Fge Atst rt skrs�s :t�r�raE�w(r Ak OI R- u.RR•gRxR.V, MMIRR,,,,, CORRIDOR tTLCN�Lf kCiE,t� i i I L,i:, L„ ff4tl, ,9 t9e:.a d Li .e.& PIMA PARTIAL SECOND FLOOR PLAN NEW CONSTRUCTION 1/8" • 1' -0' NEW CONSTRUCTION PLAN & RCP - GENERAL NOTES A WHETHER INDICATED OR NOT, LIFE SAFETY SYSTEMS SUCH AS FIRE SPRINKLERS, FIRE ALARM SYSTEM, AND EMERGENCY LIGHTING SYSTEM SHALL BE ADJUSTED AS NECESSARY AND AS REQUIRED TO MEET CODES IN COORDINATION WITH THE. ENTIRE BUILDING. B PATCH AND REPAIR ALL CONSTRUCTION IN THE AREAS OF DEMOLITION, AS NECESSARY TO ACCOMMODATE NEW CONSTRUCTION AND FINISHES. THIS INCLUDES PATCHING HOLES, FILLING DEPRESSIONS, LEVELING SURFACES, AND SIMILAR WORK AS NECESSARY TO MAKE REPAIRED SURFACES APPEAR AS NEW. C PERFORM ALL NEW CONSTRUCTION INDICATED, AND SUCH ADDITIONAL CONSTRUCTION AS NECESSARY TO ACCOMPLISH A COMPLETED PROJECT. COORDINATE NEW CONSTRUCTION WITH ARCHITECTURAL PLANS AND SCHEDULES, DISPLAY CASEWORK DRAWINGS, AND OWNER'S PURCHASE ORDER. D VERIFY LOCATION OF CLOSE -BY STRUCTURAL MEMBERS AND UTILITIES BEFORE TRENCHING OR CORING FOR NEW WORK. E NEW FLOOR FINISHES INDICATED ON PLANS SHOW APPROXIMATE EXTENT OF NEW CONSTRUCTION. GENERAL CONTRACTOR SHALL ADJUST THE EXTENT OF NEW CONSTRUCTION AS NECESSARY TO ACCOMMODATE ANY ADDITIONAL DEMOLITION, AND AS NECESSARY TO ACCOMPLISH BLENDING OF NEW AND EXISTING TILES. F NOTIFY ARCHITECT OF EXISTING CONCRETE-SLAB CONTROL JOINTS DISCOVERED DURING DEMOLITION, THAT WILL UNDERLAY HARD FINISHES, SO THAT JOINTS IN THE FLOOR FINISH MAY BE RELOCATED AS NECESSARY. PROVIDE CRACK - ISOLATION MEMBRANE AS INDICATED, AS SPECIFIED, AND AS NECESSARY TO ACCOMMODATE NEW FLOOR FINISHES. G PROVIDE BACKING OR BLOCKING, OF METAL OR OF FIRE-RETARDANT WOOD, AS NECESSARY FOR WALL- MOUNTED ITEMS INCLUDING SCONCES, CASEWORK, MIRRORS, HARDWARE, ACCESSORIES. H RECESSED AND SURFACE-MOUNTED ITEMS TO REMAIN, SUCH AS FIRE-EXTINGUISHERS SHALL BE TEMPORARILY REMOVED AND RE-INSTALLED AS NECESSARY TO ACCOMMODATE PROPERLY APPLIED WALL FINISHES. J NEW ACP CEILINGS INDICATED ON RCP'S SHOW APPROXIMATE EXTENT OF NEW CONSTRUCTION. GENERAL CONTRACTOR SHALL ADJUST THE EXTENT OF NEW CONSTRUCTION AS NECESSARY TO ACCOMMODATE ANY ADDITIONAL DEMOLITION, REPLACEMENT OF EXISTING, DAMAGED, OR SOILED TILES, AND TO ACCOMMODATE LEVELING OF EXISTING NON-LEVEL CEILING SUSPENSION SYSTEMS. k\ Remodel\ Projects\ Remodels100571Cadd00571Sheets10057 a -'123 MP.sit1 /1/2010 REVIEWED FOR CODE COMPLIANCE APPPfVED NU\I 0 4 2010 City of Tukwila BUILDING fIViSiON ECEIV CITY R OF TULA NOV 02 2010 PERMIT CENTER CORRECTION 10•-- 211) O ti O o • r v C.) as E Z O 0 ..COQ) q> M M o EC co co 1- r o o -° ni +' N co M O co co z 0; O O o ?� Q N N ew z 0 rn 1 J CALLISON www.callison.com co 2 Southcenter WA 98188 210449.00 ISSUED / REVISED DATE BID /PERMIT 1 0/1 1/1 0 PERMIT REVISION 11/0 1/1 0 10:52:22 AM COPYRIGHT (> 2010 CALLISON LLC. SECOND FLOOR PLAN - NEW CONSTRUCTION A-123 trn 144'4114,111 rE • VI F Ij Ull••rII nn4 . E....... r....::...." rcz "4 °mSP• tlnl ,• mgm CHILD CARET 9 0 !>„- •�ar�ax —ono? tsisasi: vimilimumestefamitimapaiveziuir- . TC nx4 •IIL at ^ ^11PIp�,.. 444,ili4 4r 4, [W mo„ u paa m a xr 4 F t E .."...::.. PARTIAL SECOND FLOOR RCP - NEW CONSTRUCTION V. • 1' -O" 9 10 NEW CONSTRUCTION PLAN & RCP - GENERAL NOTES A WHETHER INDICATED OR NOT, LIFE SAFETY SYSTEMS SUCH AS FIRE SPRINKLERS, FIRE ALARM SYSTEM, AND EMERGENCY LIGHTING SYSTEM SHALL BE ADJUSTED AS NECESSARY AND AS REQUIRED TO MEET CODES IN COORDINATION WITH THE ENTIRE BUILDING. B PATCH AND REPAIR ALL CONSTRUCTION IN THE AREAS OF DEMOLITION, AS NECESSARY TO ACCOMMODATE NEW CONSTRUCTION AND FINISHES. THIS INCLUDES PATCHING HOLES, FILLING DEPRESSIONS, LEVELING SURFACES, AND SIMILAR WORK AS NECESSARY TO MAKE REPAIRED SURFACES APPEAR AS NEW. C PERFORM ALL NEW CONSTRUCTION INDICATED, AND SUCH ADDITIONAL CONSTRUCTION AS NECESSARY TO ACCOMPLISH A COMPLETED PROJECT. COORDINATE NEW CONSTRUCTION WITH ARCHITECTURAL PLANS AND SCHEDULES, DISPLAY CASEWORK DRAWINGS, AND OWNER'S PURCHASE ORDER. D VERIFY LOCATION OF CLOSE -BY STRUCTURAL MEMBERS AND UTILITIES BEFORE TRENCHING OR CORING FOR NEW WORK. E . NEW FLOOR FINISHES INDICATED ON PLANS SHOW APPROXIMATE EXTENT OF NEW CONSTRUCTION. GENERAL CONTRACTOR SHALL ADJUST THE EXTENT OF NEW CONSTRUCTION AS NECESSARY TO ACCOMMODATE ANY ADDITIONAL DEMOLITION, AND AS NECESSARY TO ACCOMPLISH BLENDING OF NEW AND EXISTING TILES. F NOTIFY ARCHITECT OF EXISTING CONCRETE-SLAB CONTROL JOINTS DISCOVERED DURING DEMOLITION, THAT WILL UNDERLAY HARD FINISHES, SO THAT JOINTS IN THE FLOOR FINISH MAY BE RELOCATED AS NECESSARY. PROVIDE CRACK - ISOLATION MEMBRANE AS INDICATED, AS SPECIFIED, AND AS NECESSARY TO ACCOMMODATE NEW FLOOR FINISHES. G PROVIDE BACKING OR BLOCKING, OF METAL OR OF FIRE - RETARDANT WOOD, AS NECESSARY FOR WALL- MOUNTED ITEMS INCLUDING SCONCES, CASEWORK, MIRRORS, HARDWARE, ACCESSORIES. H RECESSED AND SURFACE - MOUNTED ITEMS TO REMAIN, SUCH AS FIRE-EXTINGUISHERS SHALL BE TEMPORARILY REMOVED AND RE-INSTALLED AS NECESSARY TO ACCOMMODATE PROPERLY APPLIED WALL FINISHES. J NEW ACP CEILINGS INDICATED ON RCP'S SHOW APPROXIMATE EXTENT OF NEW CONSTRUCTION. GENERAL CONTRACTOR SHALL ADJUST THE EXTENT OF NEW CONSTRUCTION AS NECESSARY TO ACCOMMODATE ANY ADDITIONAL DEMOLITION, REPLACEMENT OF EXISTING, DAMAGED, OR SOILED TILES, AND TO ACCOMMODATE LEVELING OF EXISTING NON -LEVEL CEILING SUSPENSION SYSTEMS. MEANS OF EGRESS ILLUMINATION IBC 1006.1 Illumination required. The means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. IBC 1006.2 Illumination level. The means of egress illumination level shall not be less than 1 foot - candle at the walking level... min at any point 0.1 f -c. IBC 1006.3 Illumination emergency power. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure, an emergency electrical system shall automatically illuminate the following areas: 1. Aisles and unenclosed stairways of rooms that require two or more means of egress. 2. Corridors, exit enclosures and exit passageways.. 3. Exterior egress components... 4. Interior exit discharge elements... 5. Exterior landings...for exit discharge doorways... b to -z1 C REVIEWED FOR APP fVED NOV 0 4 2010 � Ci of Tukwila BUILDING nivisInni RECEIV CITYOFTU LA NOV 0 2 2010 PERMIT CENTER N:1Remodell Projects \Remodels100571Cadd00571 Sheets 10057_0- 124_MP.s1111/1/2010 T0:51:44 AM COPYRIGHT (9 2010 CALLISON LLC. O O t` O O ,,NI' O o `t E Z = '- o = O 0 ..CI)' O) ▪ �� O r- E M O 0 > < F' ,C 00 0*''cMco 0 L 0 ti • , CD c.D C w W O— O • O 173▪ a) N N O Z x— Cn im U. : • 0 N J - J V CALLISON www_callison.com L 100 Southcenter Ma Tukwila, WA 98188 ISSUED / REVISED DATE BID /PERMIT 10/11/10 BID SET 11/02/10 PERMIT REVISION 11/02/10 SECOND FLOOR RCP - NEW CONSTRUCTION A -124 • s FIRE -RATED ASSEMBLY: CONTINUOUS FROM FOUNDATION, THROUGH ALL FLOORS, AN UP T A POINT 30" ABOVE ALL ADJACENT ROOFS 1 DETAILS PER WALL SEC O T SE FW FIRE -RATED ASSEMBLY: CONTINUOUS FROM SLAB /FLOOR ASSEMBLY BELOW TO UNDERSIDE OF FLOOR /DECK ABOVE FB FIRE WALL FIRE BARRIER FIRE -RATED ASSEMBLY: CONTINUOUS FROM FLOOR BELOW TO UNDERSIDE OF DECK ABOVE FIRE -RATED ASSEMBLY: CONTINUOUS FROM FLOOR BELOW TO FIRE - RESISTANCE RATED CEILING ASSEMBLY OT SEA \o_ JSEVE CONSTRUCT PER IBC 2006, SECTION 705 CONSTRUCT PER IBC 2006, SECTION 706 El J13N\ cA-809 FP FIRE PARTITION CONSTRUCT PER IBC 2006, SECTION 708 PARTITION /WALL CONFIGURATIONS 0 J13 A -801 FC FIRE PARTITION CONSTRUCT PER IBC 2006, SECTION 708 NOTE: ALL PARTITIONS HERE MAY BE MASONRY OR FRAMING W /FINISH MATERIALS. SEE PARTITION -TYPE INDICATOR FOR SPECIFIC CONSTRUCTION. FRAMED PARTITIONS W /FINISH MATERIALS ARE GRAPHICALLY INDICATED HERE FOR CLARITY IN REFERENCING DETAILS AND FRAMING ATTACHMENTS. FOR TOPS AND BOTTOMS OF SONRY PARTITIONS, SEE 2T UCTURAL DRAWINGS. FRAMING, INSULATION AND FINISH MATERIALS (OR MASONRY) TO DECK ABOVE A9 A -801 JSE3 A NON -FIRE RATED FULL - HEIGHT PARTITION CEILING (WHERE OCCURS), TYPICAL FINISH MATERIAL TO UNDERSIDE OF DECK. WHERE CEILING OCCURS, INSULATION AND FINISH MATERIALS TO 6" ABOVE CEILING. WHERE NO CEILING OCCURS, INSULATION AND FINISH MATERIALS TO 12' -0" AFF B NON -FIRE RATED PARTITION WITH FULL AND PARTIAL - HEIGHT FINISH MATERIALS OPTION FOR PARTIAL - HEIGHT FRAMING WITH BRACING. I' t WHERE CEILING OCCURS, FRAMING, INSULATION, AND FINISH MATERIALS TO 6" ABOVE CEILING \C A9 A -801 1 XX X -XXX / WHERE NO CEILING OCCURS, FRAMING, INSULATION, AND FINISH MATERIALS TO 12' -O" AFF SEA C NON -FIRE RATED PARTITION WITH PARTIAL - HEIGHT FINISH MATERIALS C3 A -801 FRAMING, INSULATION, - AND FINISH MATERIALS TO UNDERSIDE OF CEILING A9 A -801 D NON -FIRE RATED PARTITION BRACED AT CEILING INTERSECTING CORNERS OF ALL PARTIAL -HT PARTITIONS SHALL BE CONSTRUCTED PER uJ w E - NON -FIRE RATED PARTIAL- HEIGHT PARTITION WHERE CEILING OCCURS, FRAMING, INSULATION, AND FINISH MATERIALS TO 6" ABOVE CEILING / A9 A -801 F XX X -XXX WHERE NO CEILING OCCURS, FRAMING, INSULATION, AND FINISH MATERIALS FULL HEIGHT VDT ED ,/. NON -FIRE RATED FURRING PARTITION NO SCALE MODIFIED JAN 2010- C1010FP-03 OWNER: 0 0 ti 00 r d' va)`t Z• INN 0 C.. � O O cooT G' M O � C'7 O > .< - Q co co 00 vi +r (1) c co G ~ .,cocD OG0r.00 N N Z !- O I- IL FB 11 0 NO A 0 THE PARTITION -TYPE DESIGNATION OR WALL -TYPE DESIGNATION IS A THREE - UNIT CODE THAT INDICATES THE CONFIGURATION, CONSTRUCTION AND INSULATION OF THE PARTITION AS FOLLOWS: INSULATION (PER THIS DETAIL, BELOW) CONSTRUCTION OF PARTITION /WALL, PER DETAILS BELOW VERTICAL CONFIGURATION OF PARTITION /WALL, PER DETAIL J3 /A -801 PARTITION /WALL SYMBOLOGY O INSULATION DESIGNATION C t NO INSULATION BATT ACOUSTICAL INSULATION BATT THERMAL INSULATION NOTE: SEE SPECIFICATION FOR STUD SPACING AND GAGE. PARTITION -TYPE LEGEND CNO SCALE C1010FP -01 (SCHEMATIC) STRUCTURE TWO 12 GAGE WIRES AT 4' -0" OC MAX ALONG PARTITION ALL WIRE TWISTED 3 TIMES AT E. ATTACHMENT PO NT MAX (SCHEMATIC) STRUCTURE PARTITION ATTACHMEN CLIP AT 4' -0" OC, MAXIM ACOUSTICAL CEILING — CASING BEAD TOP TRACK, 20 GAGE MINIMUM L • _s_1 ■1 OPTN ORIENTED PERPENDICULAR OR DIAGONAL TO CEILING TEES O PARTITION ORIENTED PARALLEL TO CEILING TEES ATTACHMENT OF SPLAY WIRES TO STRUCTURE: AT STEEL STRUCTURE: BEAM CLAMPS. AT CIP CONCRETE STRUCTURE: EMBED THRICE-LOOPED WIRE EMBEDDED INTO CONCRETE (10" MINIMUM EMBEDDED LENGTH). OR CEILING MANUFACTURER'S CLIP, FASTENED TO CONCRETE WITH POWDER- ACTUATED FASTENERS. AT PRECAST OR POST - TENSIONED CONCRETE: CEILING MANUFACTURER'S CLIP, FASTENED TO CONCRETE WITH (2) HILTI X -U 0.157" DIAMETER POWDER- ACTUATED FASTENERS, EMBED 3/4" PER ESR -2269. AT OPEN WEB JOISTS OR TRUSSES: WIRES LOOPED AROUND BOTTOM CHORD. AT WOOD JOISTS (2" NOMINAL MINIMUM WIDTH): 1/4" DIAMETER X 3" LONG CLOSED -EYE SCREWS WITH 1" MINIMUM PENETRATION. OR (3) STAPLES MINIMUM ONTO LOOPED WIRE INTO SIDE OF JOIST. NOTE: UON ALL POWDER- ACTUATED FASTENERS HILTI PER ES REPORT ESR -2269. PARTITION HEAD ATTACHED TO SUSPENDED ACOUSTICAL CEILING ��\ SYSTEM (WITH TEGULAR -EDGED TILES) �L �J� 3��,p_p C1010FP -27 37 38 5/8" GYPSUM BOARD EACH SIDE METAL STUDS INSULATION IF NOTED Duo -.7:79 3 5/8" METAL STUDS 6" METAL STUDS REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 7 2010 City of Tukwila BUILDING DIVISION PARTITION (NON- RATED) NO SCALE C1010FP -22 C9 CORNER FRAMING AT PARTIAL HEIGHT PARTITION 3 "=1' -0° FLUTED METAL DECK (20 GAGE MINIMUM) WITH OR WITHOUT CONCRETE. TYPICAL THROUGHOUT THIS DETAIL GENERAL NOTES: 20 GAGE MINIMUM DEEP LEG TRACK OR SLOTTED TRACK TO ALLOW 3/4" DEFLECTION. MAINTAIN DEFLECTION CAPACITY AND FIRE-RATING AT ALL STRUCTURAL MEMBERS STUDS CUT 3/4" SHORT TO ALLOW 3/4" DEFLECTION AT TOP OF FINISH MATERIALS (WHERE OCCURS) PROVIDE 3/4" CLEAR SPACE TO ALLOW 3/4" DEFLECTION. DO NOT SCREW FINISH MATERIALS INTO TOP TRACK - FASTEN INTO STUDS ONLY APPLY OR PATCH FIREPROOFING (WHERE FIREPROOFING IS REQUIRED) AFTER INSTALLATION OF TRACK OR STRAPS AT PARTITIONS WITH ACOUSTICAL INSULATION, INSTALL GYPSUM BOARD 2" SHORT TO ACCOMMODATE LARGER ACOUSTICAL SEALANT JOINT NEEDED TO ACHIEVE 3/4" DEFLECTION A3 ACOUSTICAL SEALANT AND BOND BREAKER TAPE ACOUSTICAL PARITION, TYP SEISMIC DESIGN CATEGORIES A AND B: STEEL -ONLY DECK: NO 8 SCREWS AT 16" OC OR STEEL AND CONCRETE DECK: HILTI X -U 0.157" DIAMETER POWDER- ACTUATED FASTENERS AT 24" OC, EMBED 3/4" PER ESR -2269 SEISMIC DESIGN CATEGORIES C, D, E AND F: STEEL -ONLY DECK: NO 10 SCREWS AT 12" OC OR STEEL AND CONCRETE DECK: HILTI X -U 0.157" DIAMETER POWDER- ACTUATED FASTENERS AT 18" OC, EMBED 3/4" PER ESR -2269 NON - ACOUSTICAL PARITION, TYP 1 4" WIDE PLATE (20 GAGE MINIMUM) AT 48" MAXIMUM OC, WHERE NECESSARY FOR PARTITION ATTACHMENT FASTEN TRACK TO PLATE WITH (3) NO 8 SCREWS AT 48" MAX OC AVM FASTEN PLATE TO STEEL -ONLY DECK: WITH (2) NO 8 SCREWS EACH END OF PLATE OR TO STEEL AND CONCRETE DECK WITH (2) HILTI X -U 0.157" DIAMETER POWDER- ACTUATED FASTENERS, EMBED 3/4 ", MIN 4" SPACING PER ESR -2269 OPARTITION PERPENDICULAR TO FLUTES O PARTITION OFFSET AND PARALLEL TO FLUTES NEE SEISMIC DESIGN CATEGORIES A AND B: STEEL -ONLY DECK: NO 8 SCREWS AT 16" OC OR STEEL AND CONCRETE DECK: HILTI X -U 0.157" DIAMETER POWDER- ACTUATED FASTENERS AT 24" OC, EMBED 3/4" PER ESR -2269 SEISMIC DESIGN CATEGORIES C, D, E AND F: STEEL -ONLY DECK: NO 10 SCREWS AT 12" OC OR STEEL -AND- CONCRETE DECK: HILTI X -U 0.157" DIAMETER POWDER- ACTUATED FASTENERS AT 18" OC, EMBED 3/4" PER ESR -2269 OPARTITION BETWEEN PARALLEL FLUTES O PARTITION AT DECK EDGE /OPENING INTERSECTION OF NON -RATED PARTITIONS WITH FLUTED METAL DECK ABOVE SEISMIC DESIGN STEEL -ONLY 1 (6) NO 10 S' SEISMIC D STEEL-ON (12) NO 11 SEISMIC 1 A, B, C, D, STEEL-ANI (4) HILTI X POWDER-AC EMBED 1 1/2 , SPACING PER EWS IES A AND B: IGN CATEGORIES DECK: SCREWS SIGN CATEGORIES AND F: CONCRETE DECK: 0.157" DIAMTER ATED FASTEN INIMUM 4" D, E OPARTITION BRACED TO DECK /P Pji/ ANGL 8" X 3" X 8" LONG LLH, (20 GAGE MINIM M) SEISMIC DES ;N CATEGORIES A AND B: FASTEN BRA.E TO ANGLE WITH (3) NO OR SEISMIC DES C, D, E AND (5) NO 10 S 10 SCREWS ;N CATEGORIES REWS BRACE OF STUDS (OR DOUBLED STUDS) AT TOP OF PARTITION PER DETAIL C7� A -80,1/ 3'=1' -0" C1010FP -25 L 77 RECEIVED OCT 14 2010 PERMIT CENTER METAL STUDS (PER ES REPORT 4943P), MAXIMUM HEIGHT 20' -0" FINISH MATERIALS VARY (MAXIMUM WEIGHT EQUAL TO 2 LAYERS GYPSUM BOARD EACH SIDE PLUS APPLIED FINISHES) 0 to J J www.nordstrom.com J FASTENERS: AT PLYWOOD FLOOR (MINIMUM 3/4" CDX): PROVIDE (2) NO 8 X 3/4" WOOD SCREWS AT 24" MAXIMUM OC STAGGERED FOR 1 LAYER GYPSUM BOARD EACH SIDE, 16" MAXIMUM OC STAGGERED FOR 2 LAYERS GYPSUM BOARD EACH SIDE AT CIP CONCRETE FLOOR: PROVIDE HILTI X -DNI .145" DIA X 1" EMBED (POWDER- ACTUATED FASTENERS PER ES REPORT ESR -1663) AT 24" MAXIMUM OC STAGGERED FOR 1 LAYER GYPSUM BOARD EACH SIDE, 16" MAXIMUM OC STAGGERED FOR 2 LAYERS GYPSUM BOARD EACH SIDE AT POST- TENSIONED CONCRETE FLOOR: PROVIDE HILTI X -DNI .145 DIA X 3/4" EMBED (POWDER- ACTUATED FASTENERS PER ES REPORT ESR -1663) AT 24" MAXIMUM OC STAGGERED FOR 1 LAYER GYPSUM BOARD EACH SIDE, 16" MAXIMUM OC STAGGERED FOR 2 LAYERS GYPSUM BOARD EACH SIDE PTN- TO -FLR CONNECTION FOR SEISMIC SITUATIONS h:\remodellprojects \remodels \0057\cadd0057 \sheets \0057_a- 801_.sht 10/10/2010 C1010FP -08 CCI 2 Southcenter 0 WA 98188 0 0 CD d- 0 N ISSUED / REVISED DATE BID / PERMIT 1 0/1 1/1 0 10:22:26 AM COPYRIGHT U 2010 CALLISON LLC. DETAILS (PARTITION TYPES) A -801 L) VISION LITE - 4" x 25" NET OPENING EQ L EQ �8 3/4" TOP OF EDGE GUARD AND HDBD DOOR PLATE —. A -802 \LEVER ROSE \ LOUT ER\ TYPICAL HARDWARE PUSH -SIDE HARDWARE N N w U w az z W —bJ w w w I— w N 0 Y J w CD w w m 0 PULL -SIDE HARDWARE NOTE: ELEVATIONS ARE SCHEMATIC. NOT ALL HARDWARE OCCURS ON ALL DOORS. SEE SCHEDULES FOR LOCATIONS. 0 El DOOR -LEAF WITH LEVER NO SCALE OCTOBER 2004 PARTITION PER PLANS FRT WOOD NAILER WOOD JAMB AND TRIMS NO STOP AT CASED OPENING WOOD JAMB (HEAD SIMILAR) 3" =1' -0" MARCH 2008 HOLLOW -METAL FRAME PARTITION PER PLANS HOLLOW -METAL FRAME EXISTING LIGHT COVE -EXTEND -GWE I r INTO LIGHT COVE ' ' TO BLOCK SIGHT OF OPENING NEW PARTITON —1 ! PE PLAN LIGHT COVE SECTION 42115, JUNE 2009 E9 10 WOOD TRIM PARTITION TYPE PER PLANS PARTITION CAP AND TRIM 3 " =1' -0" O O N- 0 O T U N I E Z: r O O 0 O O 0 >< - -, F O O Z w 00 c 0 0 N N O Z r f/i I" u. DIMENSION POINT _ RESILIENT FLOORING WHERE OCCURS DOOR WERE OCCURS TOP OF CONCRETE EDGE STRIP CUSHION BACKED CARPET ,a► 1111► II 11 I 1B 111► 11 11111 J1,11 II I1 1 ∎11 11, 1 I1 1► 1' CUSHION BACKED CARPET TO CONCRETE OR RESILIENT FLOORING 6" =1' 0" NOVEMBER 2009 GWB RESILIENT BASE TOP OF CONCRETE TOP OF FINISH FLOOR OR CARPET CRUSH LINE RESILIENT BASE AT GWB 6 " =1' -0" APRIL 2008 w CO O C.) ° Qm] m W ~'I— V1 LLJ Lai , mW c mom W w w w cn J N w J J __ 1- LLJ >CrHO W O (> w w° ,W? O o m U J NLJ w W J i— CO C/ Lai COL La- CL CC CC 0 Ow <1- L,J CO W lk I ►■ �� i, Ir I 1 MMM ALIGNMENT OF TILE FLOORING WITH CUSHION BACKED CARPET CUSHION BACKED CARPE FULL SCALE MAY 2009 -12)- DIMENSION POINT CUSHION BACKED CARPET CERAMIC TILE 11 ► I I a iu c al I L'1 1 ► • 2' -0" MINIMUM TRANSITION TOP OF CONCRETE LATEX UNDERLAYMENT - BUILD UP AS NECESSARY; ALIGN TOP OF CUSHION BACKED CARPET WITH TOP OF METAL SCREED CUSHION BACKED CARPET TO CERAMIC TILE FLOORING 6 " =1' -0" MAY 2009 NORDSTROM, INC NORDSTROM 2010 SOUTHCENTER (005) PLAY AREA REMODEL TJKWILLA, WA DOOR OPENING NUMBER. Floor 2 245 OPENING NOMINAL SIZE 3' -0" x 7' -0 246 3' -0" x 7' -O" 248 250 2D19. 2S3 B 3' -0" x 7' -0" 3'O x 7' -0' 6' -0" 3' -D" 7'011 7' -O" FRAME MINIM a -ETAI LS =DOOR SCHEDULE MTL JAMB DOOR SCHEDULE PL HM PL HM HM AH H Nl AH H M. E3 /A- 802 3 /A- 802 C3 /A -'802 E5 /A -802 E5/A- 802 -. E3 /A -802 3/A -802 C3 /A-802 E5 /A -802 E5 /A -802 C9 /A -803 C5/A-803 A9 /A -803 H M E5 /A -802 E5 /A -802 PUSH FINISH HW TYPE HW RATING 10B; LATCH SET 108 LATCH' SET 1OF LATCH SET 0B LATCH. SET US10B PUSH / PULL 1OB LATCH 60MTN REMARKS:, REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 7 2010 City of Tukwila BUILDING DIVISION RECEIVED OCT 14 2010 PERMIT CENTER bW-X7� h: \remodel 1projects \remodels\ 0057\ cadd0057\sheets \0057_a- 802_.sht 10/10/2010 10:22:37 AM COPYRIGHT U 2010 CALLISON LLC. Z 2 Southcenter WA 98188 ISSUED / REVISED DATE BID / PERMIT 10/11/10 DETAILS DOOR SCHEDULE A -802 1 10 E7 DME: 4 1/2" STOREFRONT SYSTEM JAMB AT STOREFRONT 3' =1' -0" EXISTING FRAMING VERIFY DIRECTION AND SPACING, PROVIDE BACKING AS SHOWN IF REQUIRED FOR PROPER ANCHORAGE OF STOREFRONT 2x FRT BLOCKING BETWEEN FRAMING AS NECESSARY N DIMENSION POINT PATCH EXISTING SOFFIT TO MATCH ADJACENT FINISH EXTENT OF OPENING AS NEESSARY TO INSTALL BLCOKING HEAD AT SOFFIT 4 1/2" STOREFRONT SYSTEM 3 "= 1' -0'1 O O P- O r U a)d- Z � � O co r ! rn o >Q cca� MI— :5 ai �O w rg O - Z o ca N a) E O U O W O r M M O M ooE M O co co 003 N N OZru)I -I. C3 GLASS PUSH/ PULL INDICATOR EQ C EQ,EQ LOCK INDICATOR STOREFRONT -TYPE DOOR -LEAF ELEVATION NTS 3/4" FR PLYWOOD BLOCKING AS NECESSARY TO SUPPORT STOREFRONT EXISTING METAL STUD PARTITION VERIFY STUD LOCATION PROVIDE BACKING AS REQUIRED TO PROVIDE ATTACHMENT POINTS 7 , 4 1/2" STOREFRONT SYSTEM C5 STOREFRONT JA VIB 3 " =1' -0" 4 1/2" STOREFRONT SYSTEM STOREFRONT TRANSOM AT LITE (:;11) 3,,:1,_0,. C9 / STOREFRONT TRANSOM AT DOOR DOOR CLOSER (WHERE OCCURS) TUBE FINISH TO MATCH DOOR OPERATOR CONTINUOUS DOOR STOP FROM LATCH EDGE TO PIVOT 4 1/2" STOREFRONT SYSTEM 3,=1,_0„ 0 U.! C w C7 co M U 6 1- .—j Q. z d = w w w u ua www.callison.com SALES FLOOR WI VIII '1111 IIPI .11111 'III1III' 1,111 IIII IIIh '1111 III JIII. A7 STOREFRONT 4 1/2" STOREFRONT SYSTEM III 1111 111111,1111 1141//111 911 • VIII IIII II IIIgpi l Ihillltl'll Dl CODE Al QI IEWED FOR COMPLIANCE PROVED T272010 C' of Tukwila BUIL ING DIVISION 3 " =1'-0" MI 1111.7011 04 Ad, III II.I NI M111141111 IIQL .11 4 1/2" STOREFRONT SYSTEM THRESHOLD-MOUNTED BOTTOM PIVOT 11 VIII 11 11111 1111 Ilh 1.1111111,AI I'Itt 4111 11,.11 911 1011 ,'11'111 711 1 h'jhl RECEIVED OCT 14 2010 PERMIT CENTER STOREFRONT THRESHOLD 3 " =1' -0" 2 Southcenter WA 98188 0 0 rn NJ- Nr 0 N ISSUED / REVISED DATE BID / PERMIT 10/11/10 emo•e prop s remo•e •1 sill s ee s V ENTRY DOOR DETAI LS A -803 6 7 8 9 14 SYMBOLS & ABBREVIATIONS SYMBOL ABBREV. DESCRIPTION SYMBOL ABBREV. DESCRIPTION MFR./ MODEL o A.C. AIR CONDITIONING UNIT A.D. AIR DOOR A.F.F. ABOVE FINISHED FLOOR PRIMARY CFM AC (AC EQUIPMENT TAG -XXX) MECHANICAL D.S. INCLUDED NOM. NOMINAL /X/X/ O.B.D. OPPOSED BLADE DAMPER 8.5 ORIFICE SIZE (INCHES) O.A. OUTSIDE AIR OV. OVAL / "i P.B.D. PARALLEL BLADE DAMPER P.O.C. POINT OF CONNECTION AC SYS. B.D.D. BACKDRAFT DAMPER B.S. BIRD SCREEN B.O.G. BOTTOM OF GRILLE B.O.D. BOTTOM OF DUCT BT B.T. BYPASS TIMER 4. CENTER LINE CUH CABINET UNIT HEATER DIA. DIAMETER D.S. DISCONNECT SWITCH D.T.S. DUCT TEMPERATURE SENSOR "-Thk R RB r-,, (c); R. RELOCATE R.A. RETURN AIR R.B. REBALANCE R.A.G. RETURN AIR GRILLE R.V.D. REMOTE VOLUME DAMPER RETURN DUCT DOWN D.G. DOOR GRILLE ®X DRAWING NOTE HP ® RETURN DUCT UP it D DUCT DROP IN DIRECTION OF ARROW Jr D > POWER SIS ►� SIDE INLET CAN Jr R Jr R DUCT RISE IN DIRECTION OF ARROW DN. DOWN E.C.H. ELECTRIC CEILING HEATER E.D.C. ELECTRIC DUCT COIL E.F.C. ELECTRIC FAN COIL E.U.H. ELECTRIC UNIT HEATER E.C. ELECTRICAL CONTRACTOR ELEVATION EXIST. EXISTING E.A. EXHAUST AIR E.F. EXHAUST FAN EXT. EXTERIOR OR EXTERNAL TRANE / VSEF 1004SQ CHILD CARE 2D19, STORAGE 245 920 920 SD 1/3 S.D. SMOKE DETECTOR O 7.0 S. DMPR. SMOKE DAMPER S.P.F. SMOKE PURGE FAN S.S.S.C. SOLID STATE SPEED CONTROL S.L. SOUND LINING 10 AC -4 DAMPER P. DMPR. SPLITTER RECT. ROUND 0 SQUARE TO ROUND DUCT TRANSITION. 1, 2, 4, 6 FIT 2 -13 PSF / FAN INDUCTION TERMINAL S/S START /STOP 750 SP STATIC PRESSURE SENSOR 1/6 �X\ S.A. SUPPLY AIR . r„ SUPPLY DUCT DOWN O SUPPLY DUCT UP SW. SWITCH T.C. TEMPERATURE CONTROL T.S. TEMPERATURE SENSOR T'STAT. THERMOSTAT ji e ji EXTR. EXTRACTOR - F.I.T. FAN INDUCTION TERMINAL I FD ED FIRE DAMPER 0 OT o FSD F.S.D. FIRE /SMOKE DAMPER 01 I I I F.O.B. FLAT ON BOTTOM F.O.T. FLAT ON TOP F.C. FLEXIBLE CONNECTION G.C. GENERAL CONTRACTOR DIFFUSER TYPE )2( TOP INLET LAY -IN T.O.D. TOP OF DUCT T.F. TRANSFER FAN GRILLE, REGISTER, OR lb■. III T.V. TURNING VANES A 8x8 a NECK SIZE (INCHES) A U.D. UNDERCUT DOOR V.A.V. VARIABLE AIR VOLUME TERMINAL 200 AIR QUANTITY (CFM) GIR1D I.D. NUMBER H.P. HEAT PUMP OR HORSEPOWER INT. INTERLOCK M.U.A. MAKE -UP AIR M.U.F. MAKE -UP AIR FAN M.C. MECHANICAL CONTRACTOR V.D. VOLUME DAMPER 16Th ioTh WIRE GUARD COVER OVER TEMPERATURE SENSOR WIRE GUARD COVER OVER THERMOSTAT 1 MD MOTORIZED DAMPER M.D. NEW REBALANCE GENERAL NOTES 1. ALL DUCTWORK SHALL BE INSTALLED IN A WORKMANLIKE MANNER IN ACCORDANCE WITH ALL APPLICABLE CODES AND ORDINANCES: CODES, RULES AND REGULATIONS OF THE STATE OF WASHINGTON, THE CITY OF TUKWILA, AND THE 2006 INTERNATIONAL MECHANICAL CODE. 2. RECTANGULAR AND ROUND DUCTWORK SHALL BE GALVANIZED SHEET METAL WITH SOUNDLINING OR EXTERNAL INSULATION WRAP AS INDICATED IN NOTE 4 UNLESS OTHERWISE NOTED. 3. FLEXIBLE DUCTWORK SHALL BE CLASS 1 CONFORMING TO U.L. STANDARD 181 AS REQUIRED BY LOCAL CODE OR AGREEMENT. 4. DUCTWORK SHALL BE INSULATED PER THE TABLE BELOW DUCTS REQUIRING INSULATION: A. INDOOR, CONCEALED SUPPLY AND OUTDOOR AIR. B. INDOOR, CONCEALED RETURN LOCATED IN NONCONDITIONED SPACE. C. OUTDOOR, EXPOSED SUPPLY AND RETURN. ITEMS NOT REQUIRING INSULATION: A. METAL DUCTS WITH DUCT LINER OF SUFFICIENT THICKNESS TO COMPLY WITH LOCAL ENERGY CODE. B. FACTORY - INSULATED FLEXIBLE DUCTS. C. FLEXIBLE CONNECTORS. D. VIBRATION- CONTROL DEVICES. E. FACTORY - INSULATED ACCESS PANELS AND DOORS. 5. TAPE OR SEAL ALL JOINTS IN CONCEALED DUCTWORK SYSTEM 6. ALL CUTTING, PATCHING, FRAMING, FIRE SAFING, PAINTING, ROOF OPENING CURBS, ROOFING ETC., REQUIRED TO INSTALL MECHANICAL SYSTEM HEREIN SHALL BE BY GENERAL CONTRACTOR, INCLUDING ALL FLASHING, SEALING, FRAMING AND ROOFING ON SHEET METAL DUCT ENCLOSURES. 7. MECHANICAL EQUIPMENT ACCESS PANELS IN FURRED ENCLOSURES SHALL BE FURNISHED AND INSTALLED BY GENERAL CONTRACTOR. 8. POWER WIRING AND CONNECTIONS TO HVAC EQUIPMENT SHALL BE BY ELECTRICAL CONTRACTOR. CONTROL WIRING AND LOW VOLTAGE CONNECTION TO HVAC EQUIPMENT SHALL BE BY ELECTRICAL CONTRACTOR. 9. ALL EXPOSED ROUND DUCTWORK SHALL BE SPIRAL SHEET METAL. 10. ALL MEDIUM PRESSURE DUCT TO BE MANUFACTURED IN ACCORDANCE WITH SMACNA MEDIUM PRESSURE STANDARDS. 11. BUTTER ALL JOINTS AT SOUNDLINING IN MEDIUM PRESSURE DUCTWORK. 12. ALL MEDIUM PRESSURE DUCT TAKEOFF FITTINGS SHALL BE BOOT TEES UNLESS OTHERWISE NOTED. 13. INLET CONNECTIONS TO ALL MEDIUM PRESSURE TERMINAL UNITS SHALL HAVE BEAD AND CRIMP TO ASSURE POSITIVE FLEXIBLE DUCT CONNECTION. MINIMUM FLEX DUCT LENGTH SHALL BE THREE FEET UNLESS RESTRICTED BY LOCAL CODE OR AGREEMENT. 14. ELEVATIONS SHOWN ON THESE DRAWINGS ARE INTENDED FOR DESIGN COORDINATION ONLY. REFER TO HVAC SHOP DRAWINGS FOR EXACT ELEVATIONS AND DIMENSIONS. 15. CONTACTORS, MAGNETIC STARTERS AND DISCONNECT SWITCHES SHALL BE PROVIDED AND INSTALLED BY ELECTRICAL CONTRACTOR, UNLESS NOTED OTHERWISE. 16. DRAWINGS AND MANUALS SHALL BE PROVIDED TO THE BUILDING OWNER IN ACCORDANCE WITH THE 2007 WASHINGTON STATE ENERGY CODE WITH SECTIONS 1416. 17. ALL HVAC SYSTEMS, AIR AND WATER, SHALL BE BALANCED IN ACCORDANCE WITH THE 2007 WASHINGTON STATE ENERGY CODE WITH SECTIONS 1416.2.3- 1416.2.6.3. 18. ALL HVAC SYSTEMS, AIR AND WATER, SHALL BE COMMISSIONED IN ACCORDANCE WITH THE 2007 WASHINGTON STATE ENERGY CODE WITH SECTIONS 1416.2- 1416.2.3. 19. INSTALL ALL MECHANICAL EQUIPMENT IN ACCORDANCE W /IBC, IMC & SMACNA SEISMIC STANDARDS. 20, PROVIDE PIPE INSULATION PER 14 -6 WSEC. 21. PROVIDE 5 DEGREE DEADBAND W/ AUTO SETBACK PER WSEC. 22. PROVIDE PREMIUM EFFICIENCY MOTORS FOR ALL MECHANICAL SYSTEMS PER WSEC TABLE 14 -4. 23. EQUIVALENTS WILL BE CONSIDERED FOR ALL EQUIPMENT. 24. DUCT INSULATION IS SHOWN WHERE REQUIRED BY CODE. INSULATION OUTSIDE OF SHELL AND CORE AREAS SHALL BE PROVIDED AS PART OF THE TENANT IMPROVEMENT PROJECTS. 25. EACH SYSTEM OR ZONE THERMOSTAT SHALL BE CAPABLE OF A DEADBAND OF AT LEAST 5 °F WITHIN WHICH THE SUPPLY OF HEATING AND COOLING ENERGY IS SHUT OFF OR REDUCED TO A MINIMUM. 26. MOTORIZED DAMPERS WILL BE PROVIDED TO CLOSE AUTOMATICALLY WHEN IT'S RESPECTIVE SYSTEM IS OFF, OR UPON POWER FAILURE. 27. HEATING AND COOLING SYSTEMS SHALL HAVE OPTIMUM START CONTROLS. 28. AIR ECONOMIZERS SHALL BE CAPABLE OF AUTOMATICALLY MODULATING OUTSIDE AND RETURN AIR DAMPERS TO 100% OF THE DESIGN SUPPLY AIR AS OUTSIDE AIR TO REDUCE OR ELIMINATE THE NEED FOR MECHANICAL COOLING. PARTIAL FAN INDUCTION TERMINAL UNIT SCHEDULE MARK MARK MFR./ MODEL AREA SERVED FAN CFM PRIMARY CFM FAN ELECTRIC HEATER D.S. INCLUDED INLET SIZE AC SYS. CRITICAL ZONE RESET R.A. / EXH. EMCS FUNCTION REMARKS MAX MIN HP SPEED POWER KW POWER SIS TC TOD GRP FIT 2 -12 TRANE / VSEF 1004SQ CHILD CARE 2D19, STORAGE 245 920 920 165 1/3 VAR 277V/1 PH 7.0 480V /3PH YES 10 AC -4 o o 0 - 1, 2, 4, 6 FIT 2 -13 PSF / FAN INDUCTION TERMINAL OFFICE 250 750 750 - 1/6 120V/1 PH - - - - AC -4 o o o - 1, 2, 4, 6 1. PROVIDE WITH PRESSURE INDEPENDENT DDC CONTROLS, U.L. LISTING, S &D DISCHARGE FLANGE, TEMPERATURE SENSOR (MAMAC TE -205) WITHOUT LOGO, SCR FAN SPEED CONTROL, SERIES CONSTANT FAN, MERCURY CONTACTOR. 2. PROVIDE VARIABLE SPEED (SCR) FAN SPEED CONTROL. 3. PROVIDE THREE SPEED FAN SPEED CONTROL. 4. PROVIDE SINGLE STAGE ELECTRIC HEAT. 5. PROVIDE TWO STAGE ELECTRIC HEAT. 6. LINE FUSES AND DISCONNECT FURNISHED AND INSTALLED BY MANUFACTURER. 7. PROVIDE WITH BUTTON TEMPERATURE SENSOR. 8. PROVIDE WITH REMOTE SENSOR AND ADJUSTABLE SENSOR. b10-‘,.:1 8 RECEIVED OCT 14 2010 PERMIT CENTER PARTIAL DIFFUSER SCHEDULE MARK MFRIMODEL NOTES DESCRIPTION B ANEMOSTAT 1 PRT TITUS 1 PMC -DF 24X24 LAY -IN S.A. PERFORATED TEGULAR LAY -IN DIFFUSER G ANEMOSTAT 1 3PTD TITUS / PDR 24X24 LAY -IN R.A. / EXH. PERFORATED TEGULAR LAY -IN RETURN OR EXHAUST GRILLE WITH DUCT COLLAR N ANEMOSTAT 1 S3HD TITUS 123RL EXPOSED FASTENERS R.A.1 EXH. SURFACE MOUNT RETURN OR EXHAUST GRILLE DRAWING SCHEDULE DWG. DESCRIPTION M -001 HVAC SCHEDULES AND GENERAL NOTES M -121 SECOND FLOOR HVAC PLANS - DEMO AND NEW pE PARATe APTANo D. OVAL Ran COPYRIGHT ©2010 CALLISON LLC 0^ 00 0 v O d- E Z o =o_ 0 2 • �°° °a' E "AMMO O >Qd- d' 1.• .c.... " 00 CO CID 77) i/) CD M M O rrp r- 2coCID c w OC o4-.o0 Zo 0 oNN N. o cooIl - u. • -C N E u 5° o O 0 n cn mo o ✓ C - cry C . %- O 0) � cc1) _c ✓ QQrnoo w° z a „ 4-. CID (o E I- od° "tir`(f) CID CID u) N+--•OO i ZO IA OD ▪ N N N N O 0. oOu)IHIL E Z o Z o CI) HC o _ CD .l= J To Q a U ✓ U 3 3 2 N U 0 0) 00 00 r 00 CO 0) I-- 21 0449.00 ISSUED / REVISED DATE BID /PERMIT 10/11/10 HVAC SCHEDULES AND GENERAL NOTES M -001 Area \CAD \Plot Dwgs \0057_psf —m 121.dwg 0 1., CO CO 0 Con O 0 O O d co 0 a¢. a N w 0 B 10x10 f.. rN� PARTIAL SECOND FLOOR HVAC PLAN DEMO SCALE : 118 " =1' -0" 1L 6x6 050 10xii AllEk 270. q u 3_ I C:bx4 12x24 RA { 432'3 1 D{ 95 _ 140 7 N PARTIAL SECOND FLOOR HVAC PLAN - NEW � SCALE : 118 " =1' -0" btO€17 SEPARATE PERMIT AND APPROVAL REQUIRED RECEIVED OCT 14 2010 PERMIT CENTER LEGEND — — DEMO BHIS11NG TO, REMAIN NEW DUCTWORK 0� 00 0 v o• � E Z r o — = O 0 ..01 Tow 2 coop E " 0 M co 0 O ; 10 SYMBOL ABBREVIATION W V CW HW HWR 0 FCO FCO CO / WCO CO / WCO SOAP DISPENSER LAVATORY FIXTURE SOAP DISPENSER BOTTLE PLUMBING LEGEND DESCRIPTION SANITARY WASTE PIPING VENT PIPING COLD WATER PIPING HOT WATER PIPING HOT WATER RECIRC. PIPING CLEANOUT (FLUSH WITH FLOOR) CLEANOUT (ABOVE CEILING, IN CRAWL SPACE, OR FLUSH WITH WALL) SYMBOL ABBREVIATION DESCRIPTION 0 6 7 1 4- UP DN P.O.C. PIPING UP PIPING DOWN CAP BALL VALVE (LOCATE 12" MAX. ABOVE ACCESSIBLE CEILING WHERE APPLICABLE) INDICATES PIPING CONNECTION POINT POINT OF CONNECTION TO SERVICE *PLUMBING FIXTURE SCHEDULE FIXTURE MFR & MODEL REMARKS ** P -4f ELKAY LRAD 2521 -R (3 -HOLE) LK -35L OFFSET TAILPIECE WITH TRAP AND SUPPLIES BY ELKAY. FAUCET: DELTA LEVER HANDLE #711 - WFHDF, 6 -1/2" GOOSENECK SPOUT. MIXING VALVE: POWERS LFe480 THERMOSTATIC MIXING VALVE. NOTES: * MOUNT FIXTURES PER ARCHITECTURAL DRAWINGS FOR ACCESSIBILITY REQUIREMENTS. ** PROVIDE TRUBRO LAVGUARD TRAP INSULATION ON DRAIN TRAP AND WATER SUPPLIES. FAUCET HOT /COLD SINGLE LEVER HANDLE TEMPERING VALVE W/ INTEGRAL CHECKS, SECURED TO WALL STRUCTURE "INV- i -J 11 i OFFSET TAILPIECE CW W/ STOP VALVE HW W/ STOP VALVE 1 P -001 CHILD CARE SINK NO SCALE (E) i2" W UP 4- CO■NE TO (E),. i.,....,,,,., — 5E€ i ti \ € : - -- �,., € zWz €Ef I' 2 "W W PLUMBING MATERIAL SCHEDULE PIPING TYPE MATERIAL REMARKS BALL VALVES BRASS BODY, TEFLON SEATS & SEALS, STAINLESS STEEL BALL, FULL PORT; MEET LOW LEAD CA AB1953 LAW ALL MATERIALS SERVING FIXTURES FOR HUMAN WATER CONSUMPTION SHALL MEET CALIFORNIA LOW LEAD LAW AB1953. DRAIN, WASTE AND VENT STANDARD WEIGHT CAST IRON (STAR OR CHARLOTTE PIPE) OR DWV COPPER (U.S. OR CANADIAN) FITTINGS: STANDARD WEIGHT CAST IRON (STAR OR CHARLOTTE PIPE), NO -HUB WITH HEAVY -DUTY COUPLINGS (STAR OR HUSKY 4000) DOMESTIC WATER PIPING TYPE L COPPER TUBING (U.S. OR CANADIAN COPPER) FITTINGS: WROUGHT- COPPER WITH 95/5 SOLDER OR MECH JOINT (VIEGA PROPRESS FITTINGS). PIPE INSULATION SCHEDULE PIPING TYPE INSULATION THICKNESS COLD WATER FIBERGLASS DUAL TEMPERATURE WITH ASJ COVER 1/2" CONCEALED, 1" EXPOSED WITH VAPOR BARRIER HOT WATER FIBERGLASS WITH VAPOR BARRIER JACKET 1 -1/2" I ; 2 "1W UP 1 I _r PARTIAL - FIRST FLOOR PLAN - PLUMBING SCALE: 1/8'-0" eNf ..,E N .t; SERV/ GE SINKS AND 'TOILET ROOM ABOVE t .,, j2D19 (E) 1 -1/4" !-IW (E) 2" CW P -4f - 1/2" HW & CW, 1 -1/2" V DN - SEE DETAIL THIS SHEET ROUTE 1 -1/2" W IN WALL (E) 1/2" CW UP TO KITCHEN REDUCER 1-1/2" W IN WALL TO 2" W DN CONNECT 1/2" CW TO (E) 1/2" CW *CONNECT 1 -1/2" V TO (E) 1 -1/2" V (E} STOCK ROOM SINK "I J \ (E -1/4" HW (E) 2 -1/2" CW OFFICE 250 1 v? CONNECT 1/2" HW TO (E) 1/2" HW bt5-X79 6Spq49 )tg/t1/4/4410 PARTIAL - SECOND FLOOR PLAN - PLUMBING SCALE: 1/8'-0" $$$ DESIGN $SPECIFICATION$$$$$$$$$$$$$ RECEIVED OCT 14 2010 PERMIT CENTER 303 4300 CONSULTANT: CC +J- ill a) ▪ w Z W ctilo H �o CD 7 X z 206 303 4319 www.nordstrom.com 0 CO 00 N N N m s F I. 3 • Z 0 N J J V a7 E ✓ 0 W H c 0 • cn 12 co at) Z O � 3 1 v Z 2 Southcenter 0 WA 98188 0 0 0 ISSUED / REVISED DATE BID /PERMIT SET 10/11/10 $$$DATE$$$$ $TIME COPYRIGHT U 2010 CALLISON ARCHITECTS, P.C. CHILD CARE PLAN - PLUMBING P -001 10 EXIST PANEL SCHEDULE - 2A AIC Rating - 10,000 AIC LOCATION : 2E TYPE: BOLT -1N C/B VOLTS: EQUIPMENT GROUNDING BUS MTG: SURFACE MAINS: 480 V 3 PH, 4 W LAMPS 225 A MAIN LUGS N 0 T E ITEM A M P S mr© -oi F A M P S P O L E ITEM N 0 T E CIR NO. CD LTR PHASE A LOAD 8 C PHASE A LOAD BC CD LTR CIR NO. 1 LTS. - 1ST FLR EAST SALES FLUOR 20 1 1 L 2170 2590 L 2 20 1 LTS. - 2ND FLR. EAST SALES FLUOR 5 2 LTS. - 1ST FLR EAST SALES FLUOR. 20 1 3 L 2520 2730 L 4 20 1 LTS. - 2ND FLR EAST SALES FLUOR. 6 2 LTS. - 1ST FLR EAST SALES FLUOR 20 1 5 L 1610 750 M 8 20 1 RADIANT HEAT PANEL 3RD FLR 8 1 LTS. - 1ST FLR EAST SALES FLUOR 20 1 7 L 1890 3161 .... m. M 8 20 3 RT 2 -12 7 N 3 LTS. -1ST FLR EAST SALES FLUOR SOFFIT 20 1 9 L 3465 2333 M 10 - - - 7 N 3 LTS. -1ST FLR. EAST SALES FLUOR SOFFIT 20 1 11 L 3465 2333 M 12 - - - 7 N LTS. -1ST FLR NE STOCK ROOMS 20 1 13 L 1205 2520 L 14 20 1 LTS. - 2ND FLR EAST DRESSING ROOMS 4 4 LTS. - 1ST FLR NE DRESSING ROOMS 20 1 15 L 1120 2450 L 16 20 1 LTS. - 2ND FLR EAST STOCK ROOMS 3 LTS. - 210 FLR SALES COVE FLUOR. 20 1 17 L 2555 3490 L 18 20 1 LTS. - 2ND FLR EAST OFFICES, TOILET RM 3 LTS. - 2ND FLR SALES COVE FLUOR. 20 1 19 L 3255 2100 L 20 20 1 LTS. - 2ND FLR SOUTH DRESSING ROOMS 4 3 LTS. - 2ND FLR SALES COVE FLUOR. 20 1 21 L 3395 .. 2220 L 22 20 1 LTS. - 2ND FLR SOUTH OFFICES EDC #2 -6 20 1 23 M 3000 3520 L 24 20 1 LTS. - 2ND FLR SOUTH OFACES FIT #2-8, FIT #2 -7 (2) 113 HP. 20 1 25 M 1600 2754 L 26 20 1 LTS. - 2ND FLR SOUTH STOCK ROOMS EDC #2 -5 20 1 27 M 2000 2725 M 28 20 1 FIT #2-4, (2) 1/3 HP. RT #2-5, (1) 112 HP. FIT #245, 2 -16, 2 -17 (4) 113 HP. 20 1 29 M 2400 2500 M 30 20 1 EDC #2-4 Z5 KW EDC #2 -14, EDC #2 -15 (2) 1.5 KW EACH 20 1 31 M 3000 3000 M 32 20 1 EDC #2 -1, EDC #2 -2 (2) 1.5 KIV EACH EOC #2 -16, EDC #2 -17 20 1 33 M 3000 1000 M 34 20 1 EDC #2 -3 1.0 KW RT 2 -18, 2 -19, 2 40, 2 -1 (4) 113 HP 20 1 35 M 3200 2400 M 36 20 1 RT #2 -2, RT #2-3 (3) 1/3 HP ESCALATOR MOTOR 40 3 37 M 5560 5560 M 38 40 3 ESCALATOR M OTOR 15 HP - - 39 M 5560 5560 M 40 - - 15 HP. - - - 41 M 5560 5580 M 42 - - - PHASE A - TOTAL CONNECTED LOAD (VA) 40365... PHASE B - TOTAL CONNECTED LOAD (VA) 40078 PHASE - TOTAL CONNECTED LOAD (VA) 42343 CONNECTED AMPS - SECTION 1 I 146 I 145 1 153 1 DBVIIAND AM PS = 168.0 NOTES: (N) =NEW CIRCUIT BREAD (X) =NEW CIRCUT, EXISTING CIRCUIT BREAKER; (2)= RE- LAEELEDCIRCUT. F1. EXISTING 20A, 4P LIGHTING CONTACTOR /a% 7. PROVIDE NEW CIRCUIT BREAKER. ,2. EXISTING 20A, 4P LIGHTING CONTACTOR'2b'. 8. RELOCATE EXISTING EXISTING LOAD ON CIRCUIT 10 THRU BREAKER '3. EXISTING 20A, 4P LIGHTING CONTACTOR'2c'. '4. EXISTING 20A, 4P LIGHTING CONTACTOR '2d'. "Fa. EXISTING 20A, 2P LIGHTING CONTACTOR Tat'. %. EXISTING 20A, 2P LIGHTING CONTACTOR' 2b 1'. LIGHT FIXTURE SCHEDULE TYPE MAKE & CATALOG NUMBER LAMPS REMARKS C MATCH EXISTING STRIP FLUORESCENT FIXTURE. MATCH EXISTING FURNISHED BY CONTRACTOR. F MATCH EXISTING EXIT SIGN. LED FURNISHED BY CONTRACTOR. V MATCH EXISTING STRIP FLUORESCENT FIXTURE. MATCH EXISTING FURNISHED BY CONTRACTOR. ELECTRICAL LEGEND 0 a 1/ -- -1/ - -- OPEN TUBE STRIP FLUORESCENT LIGHT FIXTURE WALL MOUNTED EXIT LIGHT. SHADING =FACE. EMERGENCY /PATHWAY LIGHT JUNCTION BOX, 4" SQUARE. DUPLEX RECEPTACLE, +18" AFF UNLESS NOTED OTHERWISE DISCONNECT - NON FUSED HEAVY DUTY SAFETY SWITCH. ELECTRICAL EQUIPMENT CONNECTION. TEMPERATURE SENSOR. +78" AFF., UNLESS NOTED OTHERWISE, FURNISHED BY EMCS / PSF MECHANICAL, INC., INSTALLED BY ELECTRICAL CONTRACTOR. MOUNT AT +78" AFF. CONDUIT CONCEALED ABOVE CEILING, AT STRUCTURE IN SLAB OR IN WALL. HASH MARKS INDICATE NUMBER OF CONDUCTORS. CONDUIT CONCEALED BELOW FLOOR IN FLOOR SLAB OR IN GRADE. HASH MARKS INDICATE NUMBER OF CONDUCTORS. MC CABLE - CONCEALED WHENEVER POSSIBLE. SEE DETAIL #2, SHT. E -303. FLEXIBLE CONDUIT. CONDUIT RUNS DOWN IN WALL. 0 CONDUIT RUNS UP IN WALL. EXISTING CONDUIT TO REMAIN EXISTING UNDERFLOOR CONDUIT TO REMAIN EXISTING CONDUIT TO BE REMOVED ®� SFS 5 EXISTING LIGHT TRACK TO REMAIN C EMCS COMMUNICATION TRUNK CABLE S TWO CONDUCTORS EMCS SENSOR CABLE 0 � ! I gu EXISTING DEVICE TO REMAIN EXISTING DEVICE TO BE REMOVED SHEET INDEX E -001 ELECTRICAL LEGEND, ABBREVIATIONS AND NOTES E -201 PARTIAL SECOND FLOOR DEMOLITION AND NEW PLAN - LIGHTING E -202 PARTIAL SECOND FLOOR DEMOLITION AND NEW PLAN - POWER t4 10 •)--7 $$$ DESIGN $SPECIFICATION$$$$$$$$$$$$$ RECEIVED OCT 14 2010 PERMIT CENTER SEPARATE PERMIT AND APPROVAL $$$DATE$$$$ $TIME COPYRIGHT U ' 1 • • ` S, P.C. 0 o I� 0 0 ✓ a) d- Z - o ., c/) ' o 0) 00 ▪ O 0 _ M co 0 ><d.T. ▪ Q > M co I- r 0 0 H� aMM 0 N. 7, (0 c0 • rt Z 0 co 0 0 Q N N O Z — toll - IL H W a� W z - 0) �W "0 a• y �o tii) 31 a) zav0�- o Z U T�coU) Seattle, WA 98101 www.nordstrom.com c0 O ti LO m d' CO O d• d• d' d' CO CD 00 N N N LL • Z Southcenter WA 98188 CD M O I-- 0 rn •cr 0 N ISSUED / REVISED DATE BID /PERMIT SET 10/11/10 ELECTRICAL LEGEND, ABBREVIATIONS AND NOTES E -001 10 1 TURN OVER ALE. SPARE LIGHT FIXTURES TO STORE MAINTENANCE. MAINTAIN CONTINUITY QF EXISTING BRANCH CIRCUITS TO ALL FIXTURE THAT REMAIN. P p PARTIAL SECOND FLOOR DEMOLITION PLAN LIGHTING SCALE: 1/8'-0" CONNECT NEW LIGHT FIXTURE TO EXISTING CIRCUIT INDICATED. RE- CONNECT EXISTING FIXTURE TO EXISTING CIRCUIT NOTED. INSTALL NEW J -BOX TO INTERCEPT EXISTING CIRCUITS NOTED FOR SERVICE TO NEW FIXTURES. RECEIVED OCT 14 2010 PERMIT CENTER ZP/i•ofr Q� O PARTIAL SECOND FLOOR NEW CONSTRUCTION PLAN - LIGHTING SCALE: 1/8'-0" $$$DESIGN $SPECIFICATION$$$$$$$$$$$$$ $$$DATE$$$$ $TIME COPYRIGHT (9 2010 CALLISON ARCHITECTS, P.C. Z 2 0 N W O oZ 0 0 N. 0 0 mNr. 0 C CO N O > < Q N.= N O ++ O co CONSULTANT: z 0) O L L CU rtmf rA 0 0 CD 3 7 0 Cr) 0 Cr) M •st M M 0 0 M M O CO 0 0 N N I- I• Suite 1000 CD N I` Cl) .0 M _ N O O .) V al L CO CO 0 0 N N I- 1L co 2 Southcenter O 0 WA 98188 ISSUED / REVISED DATE BID /PERMIT SET 10/11/10 SECOND FLOOR DEMOLITION AND NEW PLAN - LIGHTING E -207 1 2 3 4 5 10 F I N TO [ FIST FLOOR EXTING C aR I 1G-2,4,6,8,10, E O O ti 0 0 r d' U a)`. Z •"= _ o Cn 2 (lc a) O >Q • Q L 1' W Ig, O 4 z 0 co 0 - Cfn1 -u. H EC W a) W 0) Z (n �W �0 aH 30 00 J • V zawO O Zo U = Co U) Seattle, WA 98101 206 448 3376 206 448 4450 I -1---