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Home My WebLink AboutPermit D10-201 - WESTFIELD SOUTHCENTER MALL - FRANCESCA'S COLLECTIONS - TENANT IMPROVEMENTFRANCESCA'S COLLECTIONS 611 SOUTHCENTER MALL D10 -201 City di/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 DEVELOPMENT PERMIT Parcel No.: 9202470010 Address: 611 SOUTHCENTER MALL TUKW Suite No: Project Name: FRANCESCA'S COLLECTIONS Permit Number: D10 -201 Issue Date: 09/03/2010 Permit Expires On: 03/02/2011 Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Contact Person: Name: KYLE KIMBERLAIN Address: 6939 MARINER DR #D , RACINE WI 53406 Contractor: Name: RETAIL STORE CONSTRUCTION Address: 6939 MARINER DR , RACINE WI 53406 Contractor License No: RETAISC908LM Phone: 262 - 886 -9800 Phone: 262 - 886 -9800 Expiration Date: 06/14/2012 DESCRIPTION OF WORK: INTERIOR TENANT IMPROVEMENT Value of Construction: $85,000.00 Fees Collected: $2,179.04 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2009 Type of Construction: II-B Occupancy per IBC: 0019 * *continued on next page ** doc: IBC -10/06 D10 -201 Printed: 09 -03 -2010 City oiTukwila • 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: D10-201 Issue Date: 09/03/2010 Permit Expires On: 03/02/2011 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: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this • ermit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or th -d erformance of w• I . authorized to sign and obtain this development permit. Signature: - ' Date: Print Name: dig-1//// d, J This permit shall become null and void if the work i 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 -201 Printed: 09 -03 -2010 ao 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 Parcel No.: 9202470010 Address: Suite No: Tenant: 611 SOUTHCENTER MALL TUKW FRANCESCA'S COLLECTIONS PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D10 -201 ISSUED 08/03/2010 09/03/2010 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: 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. 9: 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. 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: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 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 -201 Printed: 09 -03 -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 an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 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 of the 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: Gates serving the means of egress system shall comply with the requirements of the International Fire Code. Gates used as a component in a means of egress shall conform to the applicable requirements for doors. (IFC 1008.2) 28: 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) 29: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating doc: Cond -10/06 D10 -201 Printed: 09 -03 -2010 • City of Tukwila r< \Z 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 and/or adding sprinkler heads. (IFC 901.4) 30: 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) 31: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 32: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2051. (ALL FIRE ALARM COMPONENTS TO BE TIED TO THE MAIN MALL FIRE ALARM CONTROL PANEL.) 33: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 34: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 35: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 36: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 37: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed m a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1)(POST ADDRESS ON STOREFRONT PER APPROVED WESTFIELD STANDARDS.) 38: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 39: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 40: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * *continued on next page ** doc: Cond -10/06 D10 -201 Printed: 09 -03 -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.tulcwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and 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 construction or the performance of work. Signature: 161/7/1-4---1 Print Name: " 09—(44 c° S L� W\ Date: 7 7 ordinances governing or local laws regulating doc: Cond -10 /06 D10 -201 Printed: 09 -03 -2010 CITY OF TUK!*.A Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htto://www.ci.tukwila.wa.us U)SITE LOCATION Building PerAiNo. 1 i Q- 'Q ( 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 Address: (o I I 1Vk I I i Tenant Name: f irAa r1 SuA5" e C-n le/ / ()v, Property Owners Name: LOP S1 � ► /� e le L G. Mailing Address: 2- ?oO 1f9iA.T Gv a ijstv King Co Assessor's Tax No.: 15' Suite Number: t` n Floor: New Tenant: ❑ Yes .. No 4e4-#1e City CcJi4 State 9g 7g ) Zip CONTACT PERSON — who do we contact when your permit is ready to be issued v Name: gite KY, 60, -i44H Day Telephone: ,24,7 - 58'6- (210P) Mailing Address: f ,q /� p� City State Zip E -Mail Address: ry I P �e te�� 7 �t-mte `otL 'T%ti copwk Fax Number: W( ENERAL CONTRACTOR INFORMATION - ontractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: \E ;.f. -I-t2" l r�/�7�p r e �jn rn Sf'v't.t e {j ff. Mailing Address: 6'13 9 1 Ar59tl e .� be— ' '/ ,trcr K e City Day Telephone: Contact Person: ye_ kcei,28,-14. ,^ E -Mail Address: e1 Fax Number: Contractor Registration Number: r( t,e0G 6, 011 �P� /di 539.0C State Expiration Date: ARCHITECT OF RECORD — All plans must be stamped by Architect of Record Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: State Zip ENGINEER OF RECORD — All plans must be stamped by Engineer of Record Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: State Zip H:\Applications\Forms- Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 1 of 6 BUILDING PERMIT INFORMATIO — 206-431-3670 a ulala iitmof Project (contractor's bid price): $ eScetp ork (please provide detailed information): JZT . r c^�esr • Existing Building Valuation: $ /e 1 L viii 'O. ►"f e ct Will there be new rack storage? ❑ ....Yes ❑ ..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: ROTECTION/HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ 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. Other (specify) H:\Applications\Forms- Applications On Line12010 Applications \7 -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 �I �` Floor r n ? ,/ 10;-; 1 1Y 2n4 Floor �1 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck 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: ROTECTION/HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ 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. Other (specify) H:\Applications\Forms- Applications On Line12010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 2 of 6 PERMIT APPLICATION NOTES — Olicable 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 OW gnature: Pint Name: y� !` /Mailing Address: �o Q 3 a '�i Ike r l - 9 (Y1.4 LJ 530% �J City State Zip Date: Day Telephone: Ad — F§60 IDate Application Accepted: 8.2,-I() Date Application Expires: Staff Initials: H:\ApplicationsTorms- Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 6 of 6 PLUMBING AND GAS PIPING PE ' , INFORMATION — 206 - 431 -3670 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower Bidet Clothes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain Drinking fountain or water cooler (per head) Food -waste grinder, commercial Floor Drain Shower, single head trap Lavatory Wash fountain Receptor, indirect waste Sinks Urinals Water Closet Building sewer and each trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity) Grease interceptor for commercial kitchen (>750 gallon capacity) Repair or alteration of water piping and/or water treatment equipment Repair or alteration of drainage or vent piping Medical gas piping system serving 1 -5 inlets/outlets for a specific gas Each additional medical gas inlets /outlets greater than 5 Backflow protective device other than atmospheric -type vacuum breakers 2 inch (51 mm) diameter or smaller Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Each lawn sprinkler system on any one meter including backflow protection devices Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1 -5) Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Gas piping outlets H:1Applicationn.Forms- Applications On Line12010 Applicationsl7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 5 of 6 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Parcel No.: 9202470010 Permit Number: D10-201 Address: 611 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 08/03/2010 Applicant: FRANCESCA'S COLLECTIONS Issue Date: Receipt No.: R10 -01755 Initials: User ID: Payee: WER 1655 Payment Amount: $1,322.40 Payment Date: 09/03/2010 11:05 AM Balance: $0.00 RETAIL STORE CONSTRUCTION TRANSACTION LIST: Type Method Descriptio Amount Payment Check 4057 1,322.40 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES 000.322.100 STATE BUILDING SURCHARGE 640.237.114 Total: $1,322.40 1,317.90 4.50 PAY E T 2=r.PII/Fr doc: Receiot -06 Printed: 09 -03 -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 si te: http: / /www.ci.tukwila.wa.us RECEIPT Parcel No.: 9202470010 Permit Number: D10-201 Address: 611 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 08/03/2010 Applicant: FRANCESCA'S COLLECTIONS Issue Date: Receipt No.: R10 -01479 Initials: WER User ID: 1655 Payment Amount: $856.64 Payment Date: 08/03/2010 02:32 PM Balance: $1,322.40 Payee: RETAIL STORE CONSTRUCTION TRANSACTION LIST: Type Method Descriptio Amount Payment Check 3926 856.64 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 856.64 Total: $856.64 PY ET RECE!VED CR7 51-1 doc: Receipt -06 Printed: 08 -03 -2010 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION rx 6300 Southcenter Blvd:; #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 4312451 (206) 431 -367 Pro j C Type of Insper ctio%: ! 9 Address: �r U 1 (- se. . t... -- Date Iled: ed: e ' -�` l t G �. Special Instructions: 0 4 .:mot 7 1/ f 4 t.Q —0 ( Date Wanted: / k.0 — (g —JD a. p.m Requester: Vame No: 7 D 4 Approved per applicable codes. Corrections required prior to approval.. • COMMENTS: p ,iiIMM•11101111=11EMII=IE In • ector: 1 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be . paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectiori: ,:R::: ..,. e... . •y.. +.a r�sSas:7'7 ^ . -JR�:. -� a. - -i�w. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. .. • • • 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 • CITY OF TUKWILA BUILDING DIVISION • 3 Project: ( e- -FtAlde-e5-4-* _) Type of Inspection: Address: (e I( 3( )4.4-() Date Med: Spe 'al Instructions: Date Wanted: i 6 /.3 i."-r, im. 0 `wwf Requester: Phone No: proved per applicable codes. DCorrectlOns required prior to approval. COMMENTS: ri REINPEcflbN FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. sespbtmo•-marArs Rwungarro •Lc. :an •• AT' ;ate ,"x==v1L--rrall.;•=eci-zar" V • INSPECTION RECORD I �� I Retain a copy with permit . , INSP CTION NO. PERMIT N'0 . CITY OF TUKWILA BUILDING DIVISION R. 6300 Southcenter.Blvd., #100, Tukwila: WA 98188' (206) 431 -3670 Permit Inspection Request Line (206) 431.- 245.1 Pr - ct: ,r ,� ,+ ( Type of Inspection: Address: Date Called: Special Instructions: Date Wanted: a.m: Requester: Phone No: 1{ il_(0 2_ A -( -�irte, olds • EApproved per applicable codes. Corrections required prior to approval. COMMENTS: 41.44*k 64,4-z% iJe Erg AN-Li r mac" k r cA tier r n REINSPECTION FEE REQUIRED. Prior to.next inspection. fee must be • paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. •li7iPmeV ._ 'Mom* 07f°vsu +r- m.ap.{: -•s v, 2•.R -.42 +z •+gym •d�,. -N may. • r INSPECTION RECORD Retain a copy with permit $ INSPFRIION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 =3670 Permit Inspection Request Line (206) 431=2451 Prot: ,,� %� �r 4K-Type of In pection: Address: �jE1_ C( Date Cal led: Special Instructions: 431 (.0 l ArD " °( C'j t Date Wanted: �' a.m. P Requester: Phone No: ?J (41. ' 1 Y j .0 oco Approved per applicable codes. COMMENTS: Corrections required prior to approval./ Z • h1' n RE ! SPECTION FEE, RE UIRED. Prior to ext inspection :le must be • plat 6300 Southcenter lvd., Suite 10 . Call.to gchedule reinspection. • r .t • _ Retain RECORD Retain a copy with permit INSPECTION NO PERMIT NO. . CITY OF TUKWIL-A BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 =2451 • Project: = .R.At•le “P■IG Type of Inspection: F R Arvt nl G, Address: (,j I _ ri/MA girt. ' _ Date Called: • Special Instructions: • • Date Wanted: Cr --- a U --10 p.m. Requester: • Phone No: _9,.z- 99*' -6'Of Approved per applicable codes. COMMENTS: p '1 Corrections required prior to approval. +. t3iZ>G -f'C2.' i' C” t' -r ( 1-14.J ' r. ^` REI SPECTION FEE RFQUIR ' :'P.rior to ext inspection, fee Must be. • pa'i'r at 6300 Southcenter Blvd.'. uite 100. Call to schedule. reinspection. .... 4, INSPECTION RECORD Retain a copy with pen; it INSPECTION 0. PERMIT • • CITY .OF TUKWILA BUILDING DIVISION r"4-- • . 6300 Southcenter Blvd., #100, Tukwila. WA 98188 . . . ....• PermitinsOection Request Line (206) 431-2451 (206) 431-3670 Project: itiCiastad E S (7 /4 /5 Type of Inspection: • ii-'1.1 g - ()OA/47-122/1e ridAle Address: 1401,1 Il_tifklia04,4— Date Called: special.mstructtotis,: i. r•••1 1.) t ...S . G . •it.... ' . . .. • -- •—_ _ Date Wanted: Pan. Request . %one No: .642; 3 — 8 61V'; '.0rOved per applicable codes. • Corrections required prior tolpprOval .0> COMMENTS: . • • .Sftsp,teXUr.7A-4 1 REINSPECTION FEE REQUIRED. Prior to next inSpection, fee must be . paicLat.6300 Southcenter Blvd, Suite 100. Call to schedule reinspection. • :# 2 INSPECTION RECORD. Retain a copy with permit ir)_JO t-eoj INSPECTION NUMBER . PERMIT NUMBERS • CITY OF TUICWIlatafRE DEPARTMENT. 444 Andover Park East, Tukwila, Wa.,98188 206-575-4407 Project: ...0,.4 In c et j.c 4 •4 coeue,..4.,....1., Type of_ Inspection: ft,..... .4142- r?ijLJ4 fl 4. 1 . Address: 41/ 5. C . tol 412 Suite #: Contact Person: / Special Instructions: , Phone No.: /Z- 3,-(.7 7 Approved per applicable codes. Corrections required prior to approval. z... -COMMENTS: . ' • Sprinklers: .....,, :r.•-:'-',.. • ../1)1164 , av44, / .. •..,..1. A10,".. AM ,. n ifirik corgi-- Hood & Duct: N . _ ,..ti„. . 0 Jemmy* -.4 C i :jia..ir i AV- latter-e 00 ■ P. el• ge rPft....4. I de ,_ &'I( '' , 4d e .1.3.- , ..., . ....- .., 1114, 0 Ad v. . . . . 0;44* ,...- -1,• "" 2“ .I. , AL - • -.. ,n,e1.,', .. ' ' .-• - b ' .' • \ ' * 7le" ,. , i,:.t4.,.. __. ''' '''Irt • . -vit. .:*::- -I. • t411:,,N cot /;$4,$..3 . — . Needs Shift Inspection: . ' • Sprinklers: Fire Alarm: - / • Hood & Duct: N Monitor: Pre-Fire: Permits: Occupancy Type: Inspector: • 64 (3 • I Date: •jo. japo • Hrs.: • / $80.00 REINSPECTION FEE REQUIRED. You Will receive an invoice from he City of Tukwila Fmance Qepartment. call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.,F.D. Form F.P. 113 • INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575 -4407 Project: p z Type of Inspection: Address: 4, i s.. c , mo.m. _Suite #: . ; C n_ tact Person: F Y l..e Special Instructions: t • Phone No.: „9,99- ,M- 'Igoe nApproved per applicable codes. ICorrections required prior to approval. COMMENTS: I. Sy�op! . A- c L j ^r v "ri4 krr+14 e[, • it- Afire S5 PY L. 8 1 OIC Needs Shift Inspection_ : : Date: Ai 13 1 Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre - Fire: Permits: ' Occupancy Type: _ I Inspector: pfs, • : Date: Ai 13 1 .11 rs : $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.Doc 1/13/06' T.F.D. Form F.P. 113 r r 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical Summary MECH -SUM 2006 Washington State Nonresidential Ene gyCode Compliance Forms Revised July 2007 Project Info Project Address Francesca's Collection Model No.' Date 7/14/2010 Total CFM South Center Mall SEER or EER For Building Dept. Use "�b Location Tukwila, WA EXITING Applicant Name: srancesca's Collection `„+* Applicant Address: -�� G EXISTING Applicant Phone: EXISTING Project Description Briefly describe mechanical system type and features. 0 Includes Plans Landlord provided chilled air for use in Tenant fan powered VAV box (series fan powered VAV box has variable speed ECM motor) Include documentation requiring compliance with commissioning requirements, Section 1416. Compliance Option • Simple System 0 Complex System Q Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH -SUM for simple & complex (Equipment Schedules following information is required to be incorporated with the mechanical equipment schedules on !the plans. For projects without plans, fill in the required information below. Cooling Equipment Schedule Equip. ID Brand Name' Model No.' Capacity2 Btu/h Total CFM OSA CFM or Econo? SEER or EER IPLV3 Location CD -1 6 AHU -1 EXITING EXISTING EXISTING EkIS EXISTING -�� G EXISTING EXISTING EXISTING COM� comp! I E AUb122010 DCTIC Heating Equipment Schedule Gitj/ of Tukwjla Equip. ID Brand Name Model No. No.' Capu /b Btu/h a . Walk./ T' - - �' Flow Controls .a ! ti' '��!' � �� Btuh Efficiency s EDH -1 EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING DCTIC Fan Equipment Schedule Equip. ID Brand Name' Model No.' CFM SP' HP/BHP Flow Controls Location of Service EXISTIN G EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING DCTIC 'tt available. 2 As tested according to Table 14 -1A through 14 -1G. 3 I required. ^ COP, HSPF, Combustion Efficiency, or AFUE, as —IVE® applicable. 5 Flow control types: variable air volume( VAV), constant volume (CV), or variable speed (VS). AUG 03 2010 Duo i PERMIT CENTER 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical Summary (back) MECH -SUM System Description See Section 1421 for full description of Simple System qualifications. lf Heating /Cooling or Cooling Only: • Constant vol? ❑Air cooled? • Packagedsys? • <20,000 Btuh? ❑ Split system? ElEconomizer included? If Heating Only: o <5000cfm. o • <70% outside air? Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. ( START seating Only ieatngr:.;oo ing �e Cooling Only Reference Section 1421 Yes — I Reference Section 1423 otal Ca woecononize <210 300 Btuh W`Ya mpe System Allowed ;section 1420) Complex Systems Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. • h 2006 Washington State Nonresidential Energy Code Compliance Form Interior: Lighting Summary LTG -INT 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Info Project Address soma CENTER Date 7/14/2010 Area in ft2 SEATTLE, WA For Building Department Use - =177 .E7:",".2.-..... _,'- /� _ �'`' =` t"'osk• —•,, r. ". A. == PROJECT NAME: FRANCESCAS Applicant Name: KATHLEEN EOLBECK Applicant Address: 50th some SIXTH STE /SUITE 1100 MPLS, MN 55402 Applicant Phone: 612.465.7550 Project Description Q Plans Included requirements. Al 1X4 Fluorescent lay -in 2 -1 �3, ©;''� f. 1 7 New Building • Addition • Alteration Refer to WSEC Section 1513 for controls and commissioning Compliance Option 0 Prescriptive 0 Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) 1872.0 Alteration Exceptions (check appropriate box- sec. 1132.3) 8 - Wall Sconce ,111 3 30.0 • No changes are being made to the lighting & space use not changed. 149.0 • Less than 60% of the fixtures new, installed wattage not increased, Maximum Allowed Lighting Wattage Location (floor /room no.) Occupancy Description Allowed Watts per fie.. Area in ft2 Allowed x Area 1 RETAIL 1.50 1692.0 2538.0 FIE R I1ww1..��w....EDF_r� Fori BATHROOM Al 1X4 Fluorescent lay -in 2 -1 �3, ©;''� f. 1 2 Track Lighting Merchandise Display 1.50 1248.0 1872.0 2400.0 8 - Wall Sconce ,111 3 30.0 90.0 " From Table 15 -1 (over) - document all exceptions on form LTG -LPA Proposed Lighting Wattage Total Allowed Watts 4410.0 Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed BAC[O.O@4 Al 1X4 Fluorescent lay -in 2 -lamps TB 32W ........ 3 58.0 174.0 FIE R I1ww1..��w....EDF_r� Fori BATHROOM Al 1X4 Fluorescent lay -in 2 -1 �3, ©;''� f. 1 58.0 58.0 SALES C - Track Lights on Current • ors ��w�' 1 IM7�� 2400.0 2400.0 8 - Wall Sconce ,111 3 30.0 90.0 B -1 Chandelier AUtt 12 2)10 2 149.0 298.0 SALES FURNITURE DISPLAY 6 50.0 300.0 D 8 18.0 144.0 Oily of Tukwila BUILDING DIVISION Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 3464 .0 Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts/Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. For track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts /Fixture blank. RECEIVED AUG 0 3 2010 PERMIT CENTER 2006 Washington State Nonresidential Energy Code Compliance Form Interior Lighting Summary (back) LTG -INT 2006 Washington State Nonresidential Energy Code Compliance Foi Revised July2007 Prescriptive Spaces Occupancy. 0 Warehouses, storage areas or aircraft storage hangers 0Other Qualification Checklist Note: If occupancy type is "Other" and fixture answer is checked, the number of fixtures in the space is not limited by Code. Clearly indicate these spaces on plans. If not qualified, do LPA Calculations. Lighting Fixtures: (Section 1521) 0.9 • Check if 95% or more of fixtures comply with 1,2 or 3 and rest are ballasted. - . _ 1. Fluorescent fixtures which are non - lensed with a) 1 or 2-two lamps, b) reflector or louvers, c) 5-60 watt T -1, T -2, T-4, T -5, T-8 lamps, and d) hard -wired elec- tronic dimming ballasts. Screw -in compact fluorescent fixtures do not qualify. 2. Metal Halide with a) reflector b) ceramic MH lamps < =150w c) electronic ballasts 3. LED lights. -1 Unit Lighting Power Allowance (LPA Use' LPA (W /sf) Use' LPA2 (W /sf) Automotive facility 0.9 Office buildings, office /administrative areas in facilities of other use types (including but not limited to schools hospitals, institutions, museums, banks, churches) ' 1.0 Convention center 1.2 Penitentiary and other Group 1 -3 Occupancies 1.0 Courthouse 1.2 Police and fire stations 1.0 Cafeterias, fast food establishments', restaurants/bars' 1.3 Post office 1.1 Dormitory 1.0 Retail10, retail banking, mall concourses, wholesale stores (pallet rack shelving) 1.5 Exercise center 1.0 School buildings (Group E Occupancy only), school classrooms, day care centers 1.2 Gymnasia', assembly spaces' 1.0 Theater. motion picture 1.2 Health care clinic 1.0 Theater, performing arts 1.6 Hospital, nursing homes, and other Group 1 -1 and 1 -2 Occupancies 1.2 Transportation 1.0 Hotel /motel 1.0 Warehouses ', storage areas 0.5 Hotel banquet /conference /exhibition hall3'4 2.0 Workshops 1.4 Laboratory spaces (all spaces not classified "laboratory' shall meet office and other appropriate categories) 1.8 Parking garages 0.2 Laundries 1.2 Libraries' 1.3 Plans Submitted for Common Areas Only' Manufacturing facility 1.3 Main floor building lobbies' (except mall concourses) 1.2 Museum 1.1 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.8 Footnotes for Table 15 -1 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6) Reserved. 7) For conference rooms and offices less than 150ft2 with full height partitions, a Unit Lighting Power Allowance of 1.10 w /ft2 may be used. 8) Reserved. 9) For indoor sport tournament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is 2.60 W/ft2. 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three - quarter -height partitions (transparent or opaque). and lighting for free-standing display where the lighting moves with the display are exempt. An additional 1.5 w/ft2 of merchandise display luminaires are exempt provided that they comply with all three of the following: a) located on ceiling- mounted track or directly on or recessed into the ceiling itself (not on the wall). b) adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). c) fitted with LED, tungsten halogen, fluorescent, or high intensity discharge lamps. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. • 1 PY PE y �: r r � ;�R�,�`A r t f �4T� rt. na, W� �`y: L� �i: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -201 DATE: 08 -03 -10 PROJECT NAME: FRANCESCA'S COLLECTIONS SITE ADDRESS: 611 SOUTHCENTER MALL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS. fry' ,yc,6•�t0 Building Division Or■ N/14- I 0 Public Works Pile Preventi Structural n knning air N N/A- 8- Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 08-05-10 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route ® Structural Review Required No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 09-02 -10 Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 x'10- 101 King County Department of Natural Resources and Parks Wastewater Treatment Division Non - Residential Sewer Use Certification • To be completed for all new sewer connections, reconnections or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type Property threat Address City State ZIP Owner's Name Subdivision Name Lot # Subdiv. # Block # Building Name (It appiicatle) For King County Use Only Account # No. of RCEs Monthly Rate Property Tax ID it Party to be Billed (If different from owner) City or Sewer District Date of Connection Side Sewer Permit 41 Please report any demolitions of preexisting building on this property. Credit for a demolition may be given under some circumstances. Owner's Phone Number (with Area Code) Demolition of pre - existing building? UYes 0 No Was building on Sanitary Sewer? ❑ Yes 0 No Was Sewer connected before 2/1/90? ❑ Yes 0 No Sewer disconnect date: Type of building demolished? Request to apply demolltion credit to multiple buildings? 0 Yes U No Property Contact Phone Number (wtih Area Coda) Owner's Mailing Address A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Kind of Fixture Fixture Urrts Na of Fixtures Toll fixture tints Pablo Prints Public Pdwte Bathtub and Shower 4 4 — -- Shower, per head 2 2 — — Olshwashsr 2 2 — — Drinking fountain (each head) 1 .5 — — Hose bibb (Interior) 2.6 2.6 — -- Olotheswasher or laundry tub 4 2 1 ii Sink, bar or lavatory 2 8 1 8 j — - — Sink, Clinic flushing Sink, kitchen 3 2 — Sink, other (service) 3 1.5 — — Sink, wash fountain, circle spray 4 3 — — Urktal, Rush valve,1 GPF 6 2 — — Urinal. slush valve, >1 GPF 6 2 -- — Urinal, waterless 0 0 — — Water closet, tank or valve, 1.6 GPF 6 3 --• Water closet, tank or valve, >1.6 GPF 8 4 Total F xture Units / L/ Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units _ 20 1 0- 7 1 Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolltan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be prepaid at a discounted amount. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206- 684 -1740. certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Date RCE D. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facililityy /Process: Estimated Wastewater Discharge: Gallons/days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal/day) _ 187 C. Total Residential Customer Equivalents: (add A & 8) A I o. 7 1 RECEIVED 1 - 1 RCE sI 1 AUG 032010 10.7 1 RCE ?ER NI CENT Signature of Owner /Representative Print Name of Owner /Representative 1058 (new. 9/07) While — Kim County Yellow — Local Sewer Anencv Pink— Sawa/ Customer 1 Contractors or Tradespeople P ter Friendly Page • General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name RETAIL STORE CONSTRUCTION INC UBI No. 602773086 Phone 2628869800 Status Active Address 6939 Mariner Dr License No. RETAISC908LM Suite /Apt. License Type Construction Contractor City Racine Effective Date 6/14/2010 State WI Expiration Date 6/14/2012 Zip 53406 Suspend Date County Out Of State Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date KIMBERLAIN, KYLE J President 06/14/2010 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 NORTH AMERICAN SPEC INS CO 2135100 06/03/2010 Until Cancelled $12,000.00 06/14/2010 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 1 WEST BEND MUTUAL CPW0728307 11/21/2009 11/21/2010 $1,000,000.00 06/14/2010 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https: // fortress .wa.gov /lni/bbip /Print.aspx 09/03/2010 FRANCESCA'S COLLECTIONS 611 SOUTHCENTER MALL TUKWILA. WA 98188 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 1 2 2010 � CitiOtt BUILDING DIVISI(Nd FILE COPY Permit No., Di ` I Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code • ordnance. Receipt of approved Fig Copy and t - on 's : cknowledged: City Of 'tUkwila BUILDING DIVISION • I hereby certify that tiis plan, specification, or report was prepared by me or under mydirect supervision and that I am a duly Registered Architect under the laws of the! State of WASHINGTON Number7371 Date This drawing is and will remain the property of the architects and any reproduction or use for any but the specifically agreed upon purposes, without the prior written consent of the architects, Is strictly prohibited. Information contained in these drawings was prepared for the specific site listed below. Use of these drawings for any other location or project is strictly prohibited without prior written consent of the architects. Copyright 2006 PROJECT SUMMARY GENERAL NOTES KEY PLAN PROJECT DIRECTORY THIS PROJECT IS AN INTERIOR FINISH BUILD OUT IN AN EXISTING MALL SPACE. THE BUILD OUT CONSISTS OF INTERIOR METAL FRAMED PARTITION WALLS FOR SALES & STORAGE AREAS, FIXTURES, DOORS & HARDWARE, FINISHED CEILINGS, FLOORING, WALL COVERINGS & FURNISHINGS. COMPLETE HVAC, ELECTRICAL & PLUMBING SYSTEMS FOR A TENANT SPACE. 1) ANY DISCREPANCIES BETWEEN THE EXISTING CONDITIONS DOCUMENTS AND THE ACTUAL FIELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH ANY WORK. 2) THE CONTRACTOR SHALL REVIEW ALL DOCUMENTS AND VERIFY ALL DIMENSIONS AND FIELD CONDITIONS AND SHALL CONFIRM THAT WORK IS BUILDABLE AS SHOWN. ANY CONFLICTS OR OMISSIONS, ETC., SHALL BE IMMEDIATELY REPORTED TO THE PROJECT MANAGER FOR CLARIFICATION PRIOR TO THE PERFORMANCE OF ANY WORK IN QUESTION. 3) WHEN CONTRACTOR ACCEPTS DELIVERY OF ALL ITEMS NOTED ON PLANS WHETHER IN CONTRACT OR NOT IN CONTRACT, HE SHALL BE RESPONSIBLE FOR LOSS AND /OR DAMAGE TO THESE ITEMS. 4) THE CONTRACTOR SHALL MAINTAIN FOR THE ENTIRE DURATION OF THE WORK ALL EXITS, EXIT LIGHTING, FIRE PROTECTION DEVICES AND ALARMS IN CONFORMANCE WITH ALL APPLICABLE CODES AND ORDINANCES. 5) 'TYP.' SHOULD MEAN THAT THE CONDITION IS REPRESENTATIVE FOR SIMILAR CONDITIONS THROUGHOUT. UNLESS OTHERWISE NOTED, DETAILS ARE USUALLY KEYED AND NOTED 'TYP.' ONLY ONCE WHEN THEY FIRST OCCUR. 6) DO NOT SCALE DRAWINGS: WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 7) DIMENSIONS SHOWN ON PLANS ARE TO FACE OF GYPSUM BOARD, CONCRETE COLUMNS OR GRID LINES AND FACE OF EXTERIOR MASONRY UNLESS OTHERWISE NOTED OR DETAILED. 8) CONTRACTOR SHALL, IN THE WORK OF ALL TRADES, PERFORM ANY AND ALL CUTTING, PATCHING RESTORING, REPAIRING AND THE LIKE NECESSARY TO COMPLETE THE WORK AND RESTORE ANY DAMAGED SURFACES RESULTING FROM THE WORK TO THEIR ORIGINAL CONDITION. 9) EACH CONTRACTOR SHALL LEAVE THE SITE IN A NEAT, CLEAN AND ORDERLY CONDITION UPON THE COMPLETION OF HIS WORK ON A DAILY BASIS. ALL WASTE, RUBBISH AND EXCESS MATERIALS SHALL BE REMOVED FROM THE SITE PROMPTLY. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND DISPOSAL OF ALL TRASH. 10) CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2 -A OR 2- A/10BC WITHIN 75' TRAVEL DISTANCE TO ALL PORTIONS OF THE BUILDING DURING CONSTRUCTION. 11) THE GENERAL CONTRACTOR IS RESPONSIBLE FOR RECEIVING, SAFE STORAGE, AND CO M INSTALLATION OF ALL MILLWORK. REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. i EPARATE PERMIT REQUIRED FOR: Mechanical Electrical ':. Plumbing as Piping City of Tukwila BUILDING DIVISION fJ C c DI RTH FRANCESCA'S COLLECTIONS SPACE #572 ABBREVIATIONS DRAWING SYMBOLS CODE SUMMARY VICINITY MAP A.F.F. ABOVE FINISHED FLOOR ACOUS. ACOUSTICAL ADJ. ADJUSTABLE AL. ALUMINUM BOT. BOTTOM BD. BOARD A.F.F. ABOVE FINISHED FLOOR ACOUS. ACOUSTICAL C.L. CENTER LINE CER. ACOUSTICAL CAB. CABINET CONSTR. CONSTRUCTION CTR CENTER CL. CENTER COL. COLUMN CONT. CONTINUOUS DWG. DRAWING ELEC. ELECTRICAL EL. OR ELEV. ELEVATION EQ. EQUAL EQPT. EQUIPMENT EX. OR EXIST. EXISTING ETR EXISTING TO REMAIN FRP FIBERGLASS REINFORCED PANELS F.D. FLOOR DRAIN FDN FOUNDATION FTG. FOOTING G.C. GENERAL CONTRACTOR GA. GAUGE GEN. GENERAL GYP. BD. GYPSUM BOARD HC HOLLOW CORE H.M. HOLLOW METAL LAM. LAMINATE MAX. MAXIMUM MATL. MATERIAL MTL. METAL MIN. MINIMUM O.C. ON CENTER SC SOLID CORE STN. STL. STAINLESS STEEL STD. STANDARD U.N.O. UNLESS NOTED OTHERWISE V.I.F. VERIFY IN FIELD 1 A101 ELEVATION REFERENCE CC SECTION REFERENCE A101 DEMO PLAN & WH DETAILS DETAIL REFERENCE A101 Name AI LEVEL REFERENCE Elevation ODEMOLITION REFERENCE INTERIOR ELEVATIONS SPECIFICATION REFERENCE' FRAMING DETAILS OKEYNOTE REFERENCE M2 WALL TYPE REFERENCE El ODOOR & WINDOW REFERENCE ELECTRICAL LIGHTING PLAN EQUIPMENT REFERENCE ELECTRICAL RISER AND SHEDULES 1t ELECTRICAL SPECIFICATION FLOOR & FINISH REFERENCE it EXISTING WALLS NEW WALLS DEMOLISHED WALLS I. GENERAL SITE AND PROJECT INFORMATION A. This is an existing tenant space in4a multiple tenant building. The existing shell building is being reused with no, modifications to the existing structure or exterior building envelope. B. The existing building is protected throughout by an automatic fire suppression system. C. Provisions have been made so that all exits discharge to grade or at access to grade. D. These construction documents indicate for accessibility to be maintained by the landlord from the public way into, and throughout, the building to the lease space. II. GOVERNING CODES BUILDING: MECHANICAL: ELECTRICAL: PLUMBING: ENERGY: FUEL GAS: FIRE PROTECTION: LIFE SAFETY: ACCESSIBILITY: 2009 IBC WIT H`WASHING'i'ON STATE AMENDMENTS 2009 MC WITH WASHINGTON STATE AMENDMENTS 2009 IEC WITH WASHINGTON STATE AMENDMENTS 2009 UPC WITH WASHINGTON STATE AMENDMENTS 2006 WASHINGTON STATE ENERGY CODES 2009 UPC WITH WASHINGTON STATEAME NDMENTS 2009 IEC wl rH WASHINGTON STATE AMENDMENTS, Most current NFPA 13 Most current NEPA Life Safety Chapter 11 2009 IBC, A117.1 III. USE AND OCCUPANCY CLASSIFICATION A. Sec. 302.1 -Tab 508.4- One hour separation required for storage area over 10% of the floor area or provide automatic fire extinguishing system. Automatic fire - extinguishing system provided. B. Sec. 309.1- This project is a retail sales store classified as Mercantile Use Group M. IV. TYPE OF CONSTRUCTION A. Tab. 601- Construction Type - 2B & requires no fire resistance rating for structural framing, bearing walls, floor construction, or for roof construction. No fire rating required for non bearing & partition walls. V. INTERIOR FINISHES A. Tab. 803.9- Interior wall and ceiling finishes for Occupancy Group M, Sprinklered are Class B for vertical exits and exit passageways, Class C for exit access corridors and . other exitways, and Class C for rooms and enclosed spaces. VI. MEANS OF EGRESS A. Values are from plan layout contained in these construction documents. Sales 1.304 sq. It. Non -Sales 388 sq. ft. TOTAL LEASED SQUARE FOOTAGE 1,892 sq. ft. B. Occupancy calculation values are from Tab. 1004.1.1 and plan layout contained in these construction documents. Sales 1,304 sq. ft. �`Q sq. ft. per person Non -Sales 3.88 sq. ft. 300 sq. ft. per person TOTAL OCCUPANT LOAD: C. Egress width calculation values are from Sec. 1005.1 and calculations above. Sprinklered building with a total occupant load of 24 multiplied by 0.2" per occupant equals 4.3 "of exit width required. 72" of exit width have been provided. ersons ersons ?ersons SOUTHCENTER MALL CONTRACTOR CONTACT TBD. ARCHITECTURAL CONTACT MBA ARCHITECTS, INC. NATE LOEFFELHOLZ 608 - 785 -2760 nate @mba- architects.com ENGINEERING CONTACT TODD BARNES DUNHAM ENGINEERING- MECHANICAL 612 -465 -7685 todd.barnes @dunhameng.com ANTHONY CARCHEDI DUNHAM ENGINEERING- ELECTRICAL 612- 465 -7686 Anthony.carchedi @ dunhameng.com CLIENT CONTACT ALBERT Z.`_:CHINCUANCO' FRANCESCA'S: COLLECTIONS SR. DIRECTOR OF CONSTRUCTION 713- 426 -2916 albenc@francesca's.net TENANT` COORDINATOR Danyule W. Brakus Regional Tenant Coordinator - Northwest Westfield, LLC 2800 Southcenter Seattle, WA 98188 206 - 802 -6070 - Office 213 - 399 -0959 - Mobile 310- 689 - 5702 - Facsimile dbrakusf@Westfield.com BUILDING DEPARTMENT 6300 SOUTHCENTER BLVD. TUKWILA, WA 98188 Phone: 206-431-3670 FIRE DEPARTMENT 444 ANDOVER PARK EAST TUKWILA, WA 98188 Phone: 206 - 575 -4404 tukfdadm @ci.tukwila.wa.us RECEIVED AUG 03 2010 PERMIT CENTER II Maw Architects, Inc. 3823 Creekside Lane Holmen, WI 54636 608 - 785 -2760 FAX http://vvww.mba-architects.com PROJECT NAME: FRANCESCA'S COLLECTIONS PROJECT ADDRESS: 611 SOUTHCENTER MALL TUKWILA, WA 98188 CLIENT NAME: FRANCESCA'S COLLECTIONS • A DRAWING INDEX DRAWING INDEX Sheet Number Sheet Name T1 TITLE SHEET CC CODE COMPLIANCE D1 DEMO PLAN & WH DETAILS Al FLOORPLAN A2 RCP A3 STOREFRONT ELEVATION & DETAILS A4 INTERIOR ELEVATIONS A5 FRAMING DETAILS M1 HVAC PLAN M2 MECHANICAL & PLUMBING SPECIFICATIONS El ELECTRICAL POWER PLAN E2 ELECTRICAL LIGHTING PLAN E3 ELECTRICAL RISER AND SHEDULES E4 ELECTRICAL SPECIFICATION NORTH bio-201 PROJECT MANAGER: DATE z w U LANDLORD C w 0 0 U 0 zz REVISION / COMMENTS 5/29/10 7/7/10 7/14/10 X X X X X X MALL REVIEW FINAL REVIEW PERMIT Drawn Bv: NBL Checked By: CHK THIS SHEET CONTAINS: TITLE SHEET T1 ARCHITECTS COMMISSION NUMBER 10.986 -005 CODE DATA WASHINGTON I. GENERAL SITE AND PROJECT INFORMATION A. This is an existing tenant space in a multiple tenant building. The existing shell building is being reused with no modifications to the existing structure or exterior building envelope. B. The existing building is protected throughout by an automatic fire suppression system. C. Provisions have been made so that all exits discharge to grade or at access to grade. D. These construction documents indicate for accessibility to be maintained by the landlord from the public way into, and throughout, the building to the lease space. II. GOVERNING CODES BUILDING: MECHANICAL: ELECTRICAL: PLUMBING: ENERGY: FUEL GAS: 2009 IBC WITH WASHINGTON STATE AMENDMENTS 2009 IMC WITH WASHINGTON STATE AMENDMENTS 2009 IEC WITH WASHINGTON STATE AMENDMENTS 2009 UPC WITH WASHINGTON STATE AMENDMENTS 2006 WASHINGTON STATE ENERGY CODES 2009 UPC WITH WASHINGTON STATE AMENDMENTS FIRE PROTECTION: 2009 IFC WITH WASHINGTON STATE AMENDMENTS, Most current NFPA 13 LIFE SAFETY: Most current NF PA Life Safety ACCESSIBILITY: Chapter 11 2009 IBC, A117.1 III. USE AND OCCUPANCY CLASSIFICATION A. Sec. 302.1 -Tab 508.4- One hour. separation required for storage area over 10% of the floor area or provide automatic fire extinguishing system. Automatic fire - extinguishing system provided. B.Sec. 309.1- This project is a retail sales store classified as Mercantile Use Group M. IV. TYPE OF CONSTRUCTION A. Tab. 601- Construction Type - 2B & requires no fire resistance rating for structural framing, bearing walls, floor construction, or for roof construction. No fire rating required for non bearing & partition walls. V. INTERIOR FINISHES A. Tab. 803.9- Interior wall and ceiling finishes for Occupancy Group M, Sprinklered are Class B for vertical exits and exit passageways, Class C for exit access corridors and other exitways, and Class C for rooms and enclosed spaces. VI. MEANS OF EGRESS A. Values are from plan layout contained in these construction documents. Sales 1,304 sq. It. Non -Sales 388 sq. ft. TOTAL LEASED SQUARE FOOTAGE 1,692 sq. ft. B. Occupancy calculation values are from Tab. 1004.1.1 an plan layout contained in these construction documents. Sales 1,304 sq. ft. sq. ft. per person Non -Sales 388 sq. It 0 sq. ft. per person TOTAL OCCUPANT LOAD: C. Egress width calculation values are from Sec. 1005.1 and calculations above. Sprinkiered building with a total occupant bad of 24 multiplied by 0.2' per occupant equals 4.8 "of exit width required. 72" of exit width have been provided. persons ersons persons VII. DOOR REQUIREMENTS A. Sec. 1008.1.2 - 1008.1.3.1- Egress doors shall swing in the direction of egress travel. Opening force for interior side swinging doors without closers shall not exceed a 5 Ib. force. For other doors the latch shall release when subjected to a 15 Ib. force. The door shall be set in motion when subjected to a 30 Ib. force and shall swing to a full open position when subjected to a 15 Ib. force. All forces shall be applied to latch side. B.Sec. 1008.1.9.3- Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. The main exterior door or doors in Group M may be equipped with a key operated locking device from the egress side if the device is readily distinguishable as locked and there is a sign stating This door - to remain unlocked during business hours", VIII. EXIT QUANTITIES AND LOCATIONS A. Valuesare from Sec. 1004.1.1, Sec. 1005.1, Tab. 1021.1, and actual plan layout contained -in these construction documents. Minimum requirements for 1 exit • 1. 2 stories max above grade, Ground level actual. 2. Less than 30 occupants, 24 actual. 3. Less. than 75-0" travel distance, 72' -4" actual. B.Sec. 1014.2- Egress from a room or space shall not pass through adjoining or intervening rooms or areas, except where such adjoining rooms or areas and the area served are accessory to one or the other, are not a group H occupancy, and provide a discernible path of egress travel to an exit. Egress shall not pass through kitchens, storage rooms, closets or spaces used for similar purposes. C.Tab. 1016.1- Maximum exit access travel distance, measured along the exit path, shall not exceed 250 feet for sprinklered buildings of occupancy Group M. IX. EXIT ACCESS COMPONENTS A. Sec. 1017.2- Minimum clear aisle widths for public areas in Groups M occupancies shall be determined by Sec. 1005.1, but shall not be less than 36 inches. X. SANITARY FACILITIES- REFERENCING 2009 IBC SEC CHAP. 29 TBL. 2902.1 A. Table 2902.1- Minimum # of required plumbing fixtures. SEC 2902.2 -3 Separate facilities shall not be required in mercantile occupancies in which the maximum occupant Toad is 50 or less. Occupancy Type -M Occupancy Total- 24 (2 EMPLOYEES) Water Closets /lavatories 1 unisex Toilet Room Provided Water cooler- 1 provided. Service sink -1 provided. Note: Restrooms are provided for public use in the common area of the shopping center on the same level. ADA SIGNAGE UNISEX 6" NOTE: DOOR HARDWARE SHALL BE EASY TO GRASP AND SHALL NOT REQUIRE GRASPING, TIGHT PINCHING, OR TWISTING OF WRIST. ALL DOORS SHALL HAVE LEVER HARDWARE, PANIC RELEASES, OR PUSH -PULL PLATES. SEE DOOR HARDWARE SCHEDULE, SHEET A1.2 UL DESIGN WL1001 (PENETRATION AT WALL) System No. WL1001 (Formerly System No. 147) F Ratings -1, 2, 3 and 4 Hr (See Items 2 and 3) T Ratings -0, 1, 2, 3, and 4 Hr. (See Item 3) SECTION A -A 1. Wall Asembly -The 1, 2, 3 or 4 hr. fire -rated gypsum wallboard/ stud wall assembly shall be constructed of the materials and in the manner described in the individual U300 or U400 Series Wall or Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A. Studs -Wall framing may consist of either wood studs (max. 2 hr. fire rated assemblies) or steel channel studs. Wood studs to consist of nom. 2 by 4 lumber spaced 16 in. O.C. with nom. 2 by 4 in. lumber end plates and cross braces. Steel studs to be min. 3 -5/8 in. wide by 1.3/8 in. deep channels spaced max. 24 in. O.C. B. Wallboard, Gypsum* -Nom 1/2 or 5/8 in. thick, 4 ft. wide with square or tapered edges. The gypsum wallboard type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300 or U400 Series Design in the UL Fire Resistance Directory. Max diam of opening is 13 -1/2 in. 2. Pipe or Conduit -Nom 12 in. diam (or smaller) Schedule 10 (or heavier) steel pipe, nom 6 in. diam (or smaller) steel conduit, nom 4 in. diam (or smaller) steel electrical metallic tubing or Type L or (or heavier) copper tubing or nom 1 in. diam (or smaller) flexible steel conduit. When copper pipe or flexible steel conduit is used, max F Rating of firestop system (Item 3) is 2 h. Steel pipes or conduits larger than nom 4 in. diam may only be used in walls constructed using steel channel studs. A max of one pipe or conduit is permitted in the firestop system. Pipe or conduit to be installed near center of stud cavity width and to be rigidly sup- ported on both sides of wall assembly. 3. Fill, Void or Cavity Material * - Caulk - Caulk fill material installed to completely fill annular space between pipe or conduit and gypsum wallboard and with a min 1/4 in. diam bead of caulk applied to perimeter of pipe or conduit at its egress from the wall. Caulk installed symmetrically on both sides of wall assembly. The hourly F Rating of the firestop system is dependent upon the hourly fire rating of the wall assembly in which it is installed, as shown in the following table. The hourly T Rating of the firestop system is dependent upon the type or size of the pipe or conduit and the hourly fire rating of the wall assembly in which it is installed, as tabulated below: Max Pipe or Conduit Diam, In 1 1 4 6 12 Annular Space In 0 to 3/16 1/4 to 1/2 0 to 1/4 1/4 to 1/2 3/16 to 3/8 F Rating Hr. 1 or 2 3 or 4 1 or 2 3 or 4 1 or 2 +When copper pipe is used, T Rating is 0 h. Minnesota Mining & Mfg. Co. -Types CP -25 S /L, CP -25 N /S, CP -25 WB, CP -25 WB+ *Bearing the UL Classification Marking T Rating Hr. 0 +, 1 or 2 3 or 4 0 0 0 THE TOILET ROOM SHALL BE IDENTIFIED WITH TWO SIGN TYPES: ONE ON THE DOOR- 12" DIA, CIRCLE, 1/4" THICKW / 1/4" THICK TRIANGLE SUPERIMPOSED ON THE CIRCLE. (UNISEX). A SYMBOL OF ACCESSIBILITY AND A TACTILE SIGN WHICH IS IN COMPLIANCE WITH IBC AND WHICH HAS A MIN. LETTER HEIGHT OF 5/8" AND A MAX. HEIGHT OF 2" THE SYMBOL OF ACCESSIBILITY SHALL BE PLACED NOT LESS THAN 60" TO CENTER LINE OF SIGN, NOR MORE THAN 96" ABOVE THE FLOOR. TACTILE SIGNS SHALL BE MOUNTED 60" TO THE CENTERLINE, ABOVE THE FLOOR ADJACENT TO THE LATCH SIDE OF THE DOOR. NOTE: Y =54" MIN. IF DOOR HAS CLOSER NOTE: Y =48" MIN. IF DOOR HAS CLOSER NO TOE -KICK BELOW SINK CABINET FOR WHEELCHAIR ACCESSIBILITY DOORS ARE TO BE HINGED TO OPEN FOR USE BY WHEELCHAIR -BOUND EMPLOYEES. ALL PIPES ARE TO BE INSULATED AS REQUIRED BY ADA FOR PROTECTION. z >- 0 UL DESIGN U -465 (NON- BEARING 1 HR. WALL) 1111111Vitifititirk 1 1. Floor and Ceiling Runners -(not shown) - Channel shaped runners, 3 -5/8 in. wide (min), 1 -1/4 in. legs, formed from min No. 25 MSG (min No. 20 MSG when Item 4C is used) galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. 2. Steel Studs - Channel shaped, 3 -5/8 in. wide (min), 1 -1/4 in. legs, 3/8 in. folded back returns, formed from min No. 25 MSG (min No.20 MSG when Item 4C is used) galv steel spaced 24 in. 00 max. 3. Batts and Blankets * - (Optional) - Mineral wool or glass fiber bats partially or completely filling stud cavity. See Batts and Blankets (BZJZ) category for names of Classified companies. 4. Wallboard, Gypsum * -5/8 in. thick, 4 ft wide, attached to steel studs and floor and ceiling track with 1 in. long, Type S steel screws spaced 8 in. OC. along edges of board and 12 in. OC in the field of the board. Joints oriented vertically and staggered on opposite sides of the assembly. When attached to item 6 (furring channels), wallboard is screw attached to furring channels with 1 in. long, Type S steel screws spaced 12 in. OC. American Gypsum Co. -Type AG -C. Canadian Gypsum Company -Types AR, C, IP -X2, SCX, SHX, WRC or WRX. Continental Gypsum Company -Types CG -C, CG5 -5, CG6 -6, CG9 -9, CGTC -C. G -P Gypsum Corp. -Types 5, 9, C, GPFS6. James Hardie Gypsum Inc. -Type BG -C. Lafarge Gypsum, A div. of Lafarge Corp. -Types LGFC6, LGFC -C. National Gypsum Co., Charlotte, NC -Types FSK -G, FSW -G. National Gypsum Co., Riyadh, Saudi Arabia -Type FR or WR. Pabco Gypsum Co. -Type PG -C. Republic Gypsum Co. -Type RG -C. Standard Gypsum Corp. -Type SG -C. Temple- Inland Forest Products Corp. -Type TG -C. United States Gypsum Co. -Tpe AR, C, IP -X2, SCX, SHX, WRC or WRX. Yeso Panamericano SA de CV -type AR, C, IP -X2, SCX, SHX, WRC or WRX. Westroc Inc. -Type Westroc Fireboard. 4A. Wallboard, Gypsum * -(As an alternate to Item 4) -Nom 3/4 in. thick, 4 ft wide, installed as described in Item 4 with screw length increased to 1 -1/4 in. Canadian Gypsum Company -Type AR. United States Gypsum Co. -Type AR. Yeso Panamericano SA de CV -Type AR. 4B. Wallboard, Gypsum * -(As an alternate to Items 4 and 4A) -5/8 in. thick installed as described in Item 4. Joint covering (Item 5) not required. Canadian Gypsum Company -Type WSX. United States Gysum Co. -Type WSX. Yeso Panamericano SA de CV -Type WSX. 4C. Wallboard, Gypsum * -(As an alternate to Item 4, 4A and 4B) -5/8 in. thick gypsum panels, installed as described in Item 4 with Type S -12 steel screws. The length and spacing of the screws as specified under Item 4. Canadian Gypsum Company -Type FRX. United States Gypsum Co. -Type FRX. 5. Joint Tape and Compound - Vinyl, dry or premixed joint compound, applied in two coats to joints and screw heads; paper tape, 2 in. wide, embedded in first layer of compound over all joints. As an alternate, nominal 3/32 in. thick gypsum veneer baseboard. Joints reinforced. 6. Furring Channel- (Optional -not Shown)- Resilient 25 MSG galv steel furring channels spaced vertically max 24 in. OC, flange portion attached to each intersecting stud with 1/2 in. long type S-12 panhead steel screws. Not for use with Type FRX gypsum panels. *Bearing the UL Classification Marking RESTROOM ACCESSIBILITY G.C. TO FIELD VERIFY GRAB BARS TO BE TO 1 1/4" TO 1 1/2" DIAMETER MOUNTED 1 1/2" CLEAR FROM WALL. BARS AND MOUNTING SYSTEM MUST BE CAPABLE OF SUPPORTING A 250 LB FORCE. G.C. TO FIELD VERIFY TOILET ROOM EQUIPMENT REQUIRED AT SUITABLE LOCATIONS AND IN CONFORMANCE WITH MOUNTING HEIGHTS SHOWN IN TABLE. VERIFY WITH SEC. 1135B FIGURE 11B -1A OF THE 2007 CALIFORNIA BUILDING CODE. 18" MIN. 7-0" 6' -0" 5' -0" 4' -0" 3' -0" 2' -0" 1' -0" FLOOR 0 N 4' -0" En 5' -0" 2" BENCH 18" A.F.F. DRESS ROOM MIRROR 18 "Wx54" L. MOUNT 4" A.F.F. 24" x 60" BENCH 18" A.F.F. 1 hr RATED WALL TO MEET UL -465 EX. PANEL & PHONE BD. TO REMAIN. 24' - 0" LEASE LINE MALL CORRIDOR 00 OPENING @7-0" A.F.F.;: CURTAINS k, .30" x 48" CLEAR FLOOR, I SPACE. PARALLEL APPROACH. ACCESSIBLE DRESS ROOM R2' -6" CURTAINS MIRROR 18 "Wx54" L. MOUNT 4" A.F.F. • < �'. BENCH 18" A.F.F. v=} ACCESSIBLE DRESSING ROOM 1 /2" = 1-0 DRESSING ROOM IS A PRE MANUFACTURED NON - LOAD BEARING DRESSING AREA FURNISHED BY OWNER INSTALLED BY G.C. CURTAINS 7' - 4 5/8" STK SHLVS HI SHLVS EX. STOCK ROOM REMODELED' IRESTROOM '- 111/8" 2 WATER COOLER NEW SERVICE SINK. FIL DRESS ROOM ACCESSIBLE DRESS ROOM EM. LIGHT ON SOFFIT ABOVE. 1 hr RATED ALL TO MEET UL 465 .................; 5' - 0" / ""� 1 CLEAR 60 SPACE x48 AT I li TOILET t ,. OENLARGED TOILET ROOM 1/2 1 0 ST- 8' - 0" LENGTH s-=-1 ACCESSABILE CASH WRAP 1/2 = 1'-0" NOTE: X = 36" IFY =60 "MIN. X =42" IFY =54 "MIN. X 33" -36" AT REAR 33 " -36" AT SIDES MIN. REQUIRED z 2 NOTE: Y =48" MIN. IF DOOR HAS CLOSER 54" MIN. NOTE: FLUSH VALVE AT WIDE SIDE OF THE FIXTURE 0 ® ADA MOUNTING HEIGHTS 1 /4" = 1-0" w J ~ O C 1' -3 MIN. w DESK ACCESSIBLE CHECKOUT @ 34" A.F.F. 3' -0" NEW SALES AREA 30" x 48" CLEAR FLOOR SPACE. PARALLEL APPROACH. 3' - 8" CLEAR EM. LIGHT ON SOFFIT ABOVE. (0 0 N. REVIEWED FOR CODE COMPLIANCE APPROVED AUG 122010 3' - 3 1/8" 4'- 511/16" City of Tukwila BUILDING DIVISIn n! NOTE: X= 12" IF DOOR HAS BOTH A CLOSER AND A LATCH X ft NOTE: INSULATE ALL PIPES AND ENSURE NO SHARP EDGES 17" MIN. DISPLAY 24' - 0" LEASE LINE CODE COMPLIENCE PLAN 1/4" = 1' -0" U w z ¢ 0- C fn 0 2 0, 0 w 2 FR. REACH O 0 2 w fn TURN AREA MALL COMMON AREA 10-10 I RECEIVED AUG 03 2010 PERMIT CENTER I hereby certify that this plan, specification, or report was prepared by me or under mydirect supervision and that I am a duly Registered Architect under the laws of the State of WASHINGTON Number7371 Date This drawing is and will remain the property of the architects and any reproduction or use fpr any but the specifically agreed upon purposes, without the prior written consent of the architects, is strictly prohibited. Information contained in these drawings was prepared for the specific site listed below. Use of these drawings for any other location or project is strictly prohibited without prior written consent of the architects. Copyright 2006 MBA Architects, 'Inc: 3823 Creekside Lane Holmen, W 1 54636 608 - 785 -2760 FAX:608- 785 -2750 . http://www.mba-architects.com PROJECT NAME: FRANCESCA'S COLLECTIONS PROJECT ADDRESS: 611 SOUTHCENTER MALL TUKWILA, WA 98188 CLIENT NAME: FRANCESCA'S COLLECTIONS PROJECT MANAGER: DATE w 0 O 0 Z 5 a 0 z w • REVISION / COMMENTS 5/29/10 X X MALL REVIEW 7/7/10 X X FINAL REVIEW 7/14/10 X X X PERMIT Drawn Bv; NBL Checked Bv: CHK THIS SHEET CONTAINS: CODE COMPLIANCE CC ARCHITECT'S COMMISSION NUMBER 10.986 -005 EXISTING DEMISING WALL PROVIDE SILICONE SEALANT AT TRANSITIONS FROM FRP TO BASE AND TO RIM OF MOP SINK. TYP. ALL SIDES. EXISTING STOCKROOM WALL. 3 -5/8" x 20 GA METAL STUDS W/ 5/8" TYPE 'X' GYP. BD. BOTH SIDES. TAPE, SAND SMOOTH & PREP TO ACCEPT FINISH. SUPPLY LINE SHUT OFF VALVE RECESSED IN WALL @ 60" A.F.F. (2) 3 -5/8" x 20 GA METAL STUDS AT CORNERS BOTH SIDES FRP. PROVIDE FINISH OUTSIDE CORNER. EXTEND FRP PAST MOP SINK 6 ". FLOOR MOUNT MOP. SINK 24 "x24" WATER HEATER PLATFORM FRAMING DETAIL OMOP SINK DETAILS 12" = DEMO GENERAL NOTES DEMO KEYNOTES GENERAL CONTRACTOR SHALL PROVIDE ALL DEMOLITION AS REQUIRED FOR THE CONSTRUCTION OF THE SPACES DETAILED IN THE ARCHITECTURAL PLANS. ENTIRE SCOPE OF DEMOLITION WORK IS NOT NECESSARILY INDICATED IN THESE DRAWINGS. GENERAL CONTRACTOR SHALL VISIT THE JOBSITE TO DETERMINE QUANTITY OF MATERIALS AND COMPONENTS TO BE REMOVED TO CONSTRUCT THE PROJECT. ANY DISCREPANCIES BETWEEN THE DRAWINGS AND EXISTING CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER. GENERAL CONTRACTOR TO COORDINATE A PRE - CONSTRUCTION MEETING WITH ON -SITE MANAGEMENT PRIOR TO BEGINNING ANY WORK. REMOVE ALL DEBRIS ON A DAILY BASIS TO GENERAL CONTRACTOR PROVIDED CONTAINERS IN DESIGNATED AREAS. COORDINATE WITH LANDLORD'S SITE MANAGEMENT. DEMOLITION OF ITEMS SHALL INCLUDE COMPLETE REMOVAL OF ANY ASSOCIATED ELECTRICAL, MECHANICAL, OR PLUMBING COMPONENTS. ABANDONED FLOOR PENETRATIONS SHALL BE PROPERLY SEALED IN ACCORDANCE WITH LANDLORD REQUIREMENTS PRIOR TO INSTALLATION OF NEW FLOORING MATERIALS. COORDINATE ALL WORK IN DEMISING WALLS, ON ROOFS AND IN FLOORS WITH THE LANDLORD. THE FIRE RATING AND STRUCTURAL INTEGRITY OF EXISTING FLOORS, DEMISING WALLS AND COLUMNS SHALL BE MAINTAINED DURING DEMOLITION. CONTRACTOR TO PATCH AND REPAIR THESE ASSEMBLIES AS REQUIRED. COORDINATE WITH THE LANDLORD. VERIFY THE SCOPE OF DEMOLITION WORK TO DETERMINE IF ANY EXISTING EQUIPMENT IS TO REMAIN. SPRINKLER CONTRACTOR TO RELOCATE AND /OR PROVIDE NEW SPRINKLER HEADS AS REQUIRED AND SO AS NOT TO INTERFERE WITH LIGHTING FIXTURES, HVAC, GRILLES, ETC. SEE SHEET ELECTRICAL SHEETS. ALL WORK TO CONFORM TO LOCAL AND N.F.P.A. CODES. CENTER HEADS IN CEILING TILE. NOTIFY MALL MANAGER BEFORE ANY SHUT -OFF. WHEN DOING DEMOLITION: NOTHING TO BE REUSED CAN BE ABANDONED. ALL UNUSED ITEMS (INCLUDING BUT NOT LIMITED TO CONDUITS, PIPING, WIRING, EQUIPMENT, HANGERS, DUCTWORK, ECT.) MUST BE REMOVED TO IT'S POINT OF ORIGIN AND SPACE BROUGHT BACK TO ITS ORIGINAL CONDITION. DEMO LL NOTES WHEN DOING DEMOLITION: NOTHING TO BE REUSED CAN BE ABANDONED. ALL UNUSED ITEMS (INCLUDING BUT NOT LIMITED TO CONDUITS, PIPING, WIRING, EQUIPMENT, HANGERS, DUCTWORK, ECT.) MUST BE REMOVED TO IT'S POINT OF ORIGIN AND SPACE BROUGHT BACK TO ITS ORIGINAL CONDITION. FOR BARRICADE /GRAPHICS REQUIREMENTS AND APPROVAL CONTACT WESTFIELD'S MALL OPERATIONS MANAGER. BARRICADE MUST MEET ALL CODE REQUIREMENTS ESPECIALLY CLEARANCES WITHIN MALL CORRIDOR ALL BARRICADE DOORS MUST OPEN INWARD. REMOVE EXISTING FLOOR FINISHES THROUGHOUT THE LEASED AREA INCLUDING ADHESIVES, GROUT, TRANSITIONS, ETC. DOWN TO CONCRETE SLAB. PREPARE FLOOR SLAB TO MEET NEW FLOOR COVERING MANUFACTURER'S RECOMMENDATIONS. COMPLETELY REMOVE EXISTING MALL TILE & BASE WITHIN NEW LEASE DIMENSIONS. COORDINATE WITH WESTFIELD'S ON SITE T.C.. REMOVE WALL ASSEMBLY INCLUDING GYPSUM BOARD, STUD FRAMING, BRACING, ETC. EXISTING WALL TO REMAIN. PATCH AND REPAIR AS REQUIRED FOR APPLICATION OF NEW FINISHES. EXISTING DEMISING WALL TO REMAIN. PATCH & REPAIR AS REQUIRED FOR NEW FINISHES. DEMO EXISTING DOOR FRAME AND HARDWARE. DEMO EXISTING DOOR FRAME AND HARDWARE. PREP OPENING FOR INSTALLATION OF NEW DOOR. EXISTING DOOR TO REMAIN. PREP FOR NEW FINISHES. EXISTING TOILET & GRAB BARS TO REMAIN. VERIFY ALL MIN ACCESSIBILITY REQUIREMENTS ARE MEET ON EXISTING ITEMS SEE SHEET CC. EXISTING TOILET ROOM CEILING TO REMAIN. ADDITIONAL CEILING TO BE ADDED. MATCH NEW TO EXISTING STRUCTURE & FINISH. EXISTING STOCKROOM2x4 LAY-IN CEILING TILE, GRID WORK, ASSOCIATED SUPPORT WIRES, BRACING & TILES TO REMAIN. PATCH & REPAIR AS REQUIRED FOR INSTALLATION OF NEW LIGHT FIXTURES. DEMO EXISTING SALES FLOOR CEILING INCLUDING LAY -IN CEILING TILE, GRID WORK, ASSOCIATED SUPPORTWIRES, BRACING, SOFFITS, LIGHT FIXTURES & DIFFUSERS. REMOVE ALL EXISTING FIXTURES FROM PREVIOUS TENANT. COMPLETELY REMOVE EXISTING STOREFRONT. INCLUDING BUT NOT LIMITED TO SIGNAGE & GRAPHICS, WALL STRUCTURE, FINISHES, STOREFRONT GLAZING, ROLLING GRILL SYSTEM, BULKHEADS, SOFFITS & BASE ECT. EXISTING COLUMN TO REMAIN. LL TO PROVIDE NEW DEMISING WALL. LL TO RELOCATE EXISTING FIRE BOX. MODIFY EXISTING SPRINKLER SYSTEM AS REQUIRED FOR NEW LAYOUT & ADDITION OF ADDITIONAL LEASE SPACE. SYSTEM INSTALLATION SHALL BE PER THE SPRINKLER SYSTEM CONTRACTOR'S APPROVED SHOP DRAWINGS. EXISTING RESTROOM FAN /LIGHT COMBO TO REMAIN. DEMO WALL AS REQUIRED FOR NEW SEVICE SINK PLUMBING. REMOVE RECEPTACLES, SWITCHES, CONDUITS, ETC., BACK TO THE NEXT POINT OF USE WHICH ARE NOT TO BE REUSED AND RELOCATED AND ARE WITHIN WALLS TO BE DEMOLISHED. REMOVE FLUORESCENT FIXTURES (LAY -IN, RECESSED AND SURFACE MOUNTED), LIGHTING TRACKS AND TRACK HEADS, RECESSED DOWN LIGHTS AND RELATED UNUSED CONDUIT AND CONDUCTORS BACK TO THE NEXT POINT OF USE. VERIFY WITH A2 ANY FIXTURES TO REMAIN. REMOVE EXISTING EMERGENCY LIGHTING PACKS (CEILING AND WALL MOUNTED) AND RELATED UNUSED CONDUIT AND CONDUCTORS BACK TO THE NEXT POINT OF USE. REMOVE UNUSED CONDUIT AND CONDUCTORS IN WALLS, ON WALLS, AND IN CEILING CAVITIES. REMOVE EXISTING FLOOR MOUNTED ELECTRICAL BOXES AND ASSOCIATED WIRING TO NEAREST POINT OF USE. REPAIR CONCRETE FLOOR SLAB AS REQUIRED TO ACCEPT NEW FINISHES. EXISTING ELEC & ALARM PANEL TO REMAIN. SEE ELECTRICAL FOR DETAILS. MOST OF EXISTING HVAC TO REMAIN DEMOLISH ALL UN -USED HVAC IN SPACE . COORDINATE WITH MEP SHEETS. DEMOLISH ALL UN -USED PLUMBING IN SPACE . COORDINATE WITH MEP SHEETS. ODEMO NOTES 12" = 1' -0" FAUCET / CONTROLS @ 30" A.F.F. THERMAL EXPANSION TANK ON SHELF ABOVE SINK, PROVIDE 2 "W, 20 GA. METAL BAND SECURED TO WALL FOR SEISMIC BRACING PER CODE. NOTE: GC SHALL VERIFY HEIGHT AND WIDTH OF WATER HEATER & NOTIFY PROJECT MANAGER IF CEILING CONDITION REQUIRES ALTERATION. WATER HEATER, ANCHOR SEISMICALLY PER DTL. 1 -1/2" x 1 -1/2" x 1/8" STEEL CORNER GUARD WATER HEATER FLOOR W/ SHELF DRIP PAN BELOW 6" x 16 GA METAL STUDS W/ 5/8" TYPE 'X' GYP. BD. BOTH SIDES. TAPE, SAND SMOOTH & PREP TO ACCEPT FRP FINISH. FRP -ALL SIDES FLOOR MOUNT MOP SINK NOTE: ALL PLUMBING PIPING AND DRAINS LOCATED INSIDE OF WALLS TO DRAIN INTO MOP SINK WTR. HTR. PLATFORM FRAMING ISO. (2) #10 FRAMING SCREWS EA. SIDE 6" x 16 GA METAL TRACK FASTENED TO 3 -5/8" x20 GA. METAL STUDS W/ (3) #10 FRAMING SCREWS PER STUD, TYP. 3 -5/8" x 20 GA METAL STUDS W/ 5/8" TYPE 'X' GYP. BD. BOTH SIDES. TAPE, SAND SMOOTH & PREP TO ACCEPT FINISH. DEMO PLAN 1 /4" = 1-0" bt�io( REVIEWED FOR CODE COMPLIANCE APPROVED AUG 12 2010 City of Tukwila BUILDING DIVIRinni RECEIVED AUG 03 2010 PERMIT CENTER I hereby certify that this plan, specification, or report was prepared by me or under mydirect supervision and that I am a duly Registered Architect under the laws of the State of WASHINGTON Number7371 Date This drawing is and will remain the property of the architects and any reproduction or use for any but the specifically agreed upon purposes, without the prior written consent of the architects, is strictly prohibited. Information contained in these drawings was prepared for the specific site listed below. Use of these drawings for any other location or project is strictly prohibited without prior written consent of the architects. Copyright 2006 MBA Architects, I 3823 Creekside Lane Holmen, WI 54636 608 - 785 -2760 FAX:608 -785 -2750 http://vvww.mba-architects.com PROJECT NAME: FRANCESCA'S COLLECTIONS PROJECT ADDRESS: 611 SOUTHCENTER MALL TUKWILA, WA 98188 CLIENT NAME: FRANCESCA'S COLLECTIONS PROJECT MANAGER: DATE U o: g z g o. 0 REVISION ICOMMENTS 5/29/10 X X MALL REVIEW 7/7/10 X X FINAL REVIEW 7/14/10 X X X PERMIT Drawn By: NBL Checked Bv; CHK THIS SHEET CONTAINS: DEMO PLAN & WH DETAILS D1 ARCHITECTS COMMISSION NUMBER 10.986 -005 DOOR SCHEDULE DOOR HARDWARE MARK LOCATION SIZE TYPE FRAME DOOR DESCRIPTION HARDWARE FIRE RATING A. DECORATIVE PUSH PULL FRONT ENTRY HARDWARE WITH THUMB TURN LOCK & KEYED CYLINDER.PROVIDE ENTRY HARDWARE & DEAD BOLT BY KWIKSET. FINISH VENETIAN BRONZE. PROVIDE AUTOMATIC FLUSH BOLTS & SELF CLOSING HARDWARE. B. DECORATIVE PRIVACY LOCKSET. C. PRIVACY LOCKSET. EXISTING TO REMAIN IF IN GOOD CONDITION. V.I.F. NOTE: 0 ENTRANCE 1 PAIR 3' -0" x 10' -0" x 1 3/8" A WD WD DESIGN STANDARD - JELDWEN SINGLE LIGHT PANEL DOOR. FINISH EBONY. A N/A 0 BACKROOM 3' -0" x 7' -0" x 1 3/8" B WD WD DESIGN STANDARD - JELDWEN 15 PANEL INTERIOR LITE DOOR. FINISH EBONY. GLAZING TO BE FROSTED. g N/A 0 TOILET ROOM 3' -0" x 6' -8" EX. RESTROOM DOOR TO REMAIN C EX. EX. PAINT PT -2 C N/A 0 CORRIDOR 3' -0" x 6' -8" EX. REAR SERVICE DOOR TO REMAIN C-V.I.F. EX. EX. PAINT PT -2 TENANT SIDE ONLY. EXISTING TO REMAIN - STOREFRONT 6' -0.. ST -1 _1 o USG INTERIORS OR EQUAL TILE: 2'x2'x3/4" MARS, CLIMA PLUS #86785 SLT ( "SHADOWLINE TAPERED" EDGE -WHITE GRID: DONN 15/16 "DX WHITE. 3' , ° b NOTE: ALL FINISHES NEED TO MEET A MIN, OF A CLASS C F NSH FOR ENCLOSED SPACES. SEE SEC V. ON CODE STUDY FOR MORE DETAILS, -0" / o < / / CLEAR GLAZING FROSTED GLAZING ` / / / / o ST -1 / �—F / / / / �— ST -1 ST -1 0 PT -2 o f o / / ST -1 PT -2 / f Zo / / / / / / f / / DOOR HARDWARE SHALL BE EASY TO GRASP AND SHALL NOT REQUIRE GRASPING, TIGHT PINCHING, OR TWISTING OF WRIST. ALL DOORS SHALL HAVE LEVER HARDWARE, PANIC RELEASES,OR PUSH -PULL PLATES CENTERED BETWEEN 30 -44" A.F.F. A B C WALL LEGEND 4 7/8" 5/8" TYPE "X" GYP BD. 3 5/8" METAL STUD. 18 GA. @ 16" O.C. 5/8" TYPE "X" MOISTURE RESISTANT GYP. 5/8" BD. REQUIRED FOR TOILET ROOM WALLS. 7 1/4" EXISTING UL -465 lhr RATED. SEE DETAILS 2 & 3 THIS SHEET FOR CONNECTION DETAILS. EX. 5/8" TYPE "X" GYP BD. EX. 6" METAL STUD EX. 5/8" TYPE "X" GYP BD. 8 1/2" 2 LAYERS 5/8" TYPE "X" METAL STUD - 2 LAYERS 5/8" TYPE "X" 5/8" �F5/8" 6" 5/ ' 5/8" EXISTING 2hr RATED CORRIDOR WALL 4 1/4" 5/8" 13 5/8" EX.GYP BD. EX. 3 5/8" METAL STUD 4 7/8" -- 5/8 "$j 3 5/8" EXISTING WALLS 5/8" TYPE "X" GYP BD. 5/8" EX. 3 5/8" METAL STUD. 5/8" 5/8" TYPE X GYP BD. METAL STUD VERIFY WIDTH IN FIELD. FIXTURE SCHEDULE MARK DESCRIPTION DESCRIPTION Wooden cabinet 9' height, 2' depth, 3' width. Lower cabinet section with wood shelving and wood doors. Upper cabinet with three glass shelves. Top section is finished with crown molding. GS6' �7 glass shelving top section on wall mounted brackets. Bottom section is an open wood cabinet 3' height, 2' depth, 6' width. CACash /`1 Wrap front and back 4' height, 3' depth, 8' width. Front cash wrap is equipped with ADA required counter (36 "x 36" counter) permanently attached to the main cash wrap. Both cash wraps are custom built furniture pieces with cabinets and interior shelves. FC Fat closets 9' height, 2' depth, 3' width. Lower section has a closet bar to hold dresses and pants. Upper section is an open cabinet used for display. Top section is finished with crown molding. T Standard Tables- 3'6" height, 3' depth, 6' width. OPTIONAL- Table 3'6" height, 2'6" depth, 5' width R Round tables 36" diameter, 3' height. Covered with tablecloths, unfinished wood. WS Two wall mounted wooden shelves and clothing rod. Shelves height at 4'6" and 6', 12" depth, variable width. 4WS 4' wall mounted wood shelves. 3FOWall mounted wooden shelves and 3 faceout's mounted underneath. SS Shelving-1Z' Deep wall mounted wood shelving in stock room. Shelf with pole @ 5' -3 "& Top shelf @ 7' -0" a.f.f. HS Shelving- (4) 12" Deep wall mounted wood shelving in stock room. Space equally with top shelf @ 7-0" a.f.f. DISPLAY Custom made risers to fit display area of storefront, 2'6" height, 2' depth, variable width (depending on storefront width). Finished with 1" moldings. ARMOIRE Wooden cabinet 8' height, 2' depth, 8' width. SEE DETAIL 4 FOR CONNECTION DETAILS. FINISHED WALL EXTENDS TO 6" ABOVE UNDERSIDE OF CEILING. CONTINUE METAL STUD FRAMING THOUGH CEILING @ 32" O.C. TO DECK ABOVE. CONNECT W/ APPROVED FASTENER METAL STUDS @ 16" O.C. B.O. STRUCTURE 14' -0" A.F.F. V.I.F. 18 GA. MTL. STUD BRACING AT 32" O.C. RUNNER TRACK FINISH LEGEND MARK DESCRIPTION GENERAL LOCATION VALSPAR CLR: WHIPPED APRICOT #: 2007 -2B INTERIOR SATIN SALES AREA WALLS & CEILING. PT -1 VALSPAR CLR: SAWYER WHITE #: 7002 -16 INTERIOR FLAT STOCKROOM /SOFFIT CEILINGS PT -2 VALSPAR CLR: JECKYLL CLUB VERANDA IVORY #: 7003 -2 EGGSHELL SIGN BACKGROUND PT -3 VINYL BASE CLR: BROWN 4" STOCK ROOM /SALES B -1 STOREFRONT BASE 4" CREMA EUROPA TILE BASE STOREFRONT B-2 MINWAX CLR: EBONY #: 2718 ALL WOOD STAIN GRADE LUMBER. STAIN MINWAX EBONY AND SEAL TWO COATS CLEAR POLYURETHANE. __ ST -1 12 "x12" VINYL FLOORING CLR: BEIGE TYPE:- - STOCKROOM TOILET ROOM VCT -1 SHAW- HARDWOOD CLR: MAIZE TYPE: VICKSBURG #SW118 4 7/8" RANDOM LENGTH. 1/2" ENGINEERED FLOORING SUPPLIER: FLOOR ZONE - HOUSTON TX. CONTACT JEFF MEGOW (713) 205 -6400. SALES WF -1 WALL TILE CLR: CREMA EUROPA STOREFRONT WT -1 _1 o USG INTERIORS OR EQUAL TILE: 2'x2'x3/4" MARS, CLIMA PLUS #86785 SLT ( "SHADOWLINE TAPERED" EDGE -WHITE GRID: DONN 15/16 "DX WHITE. 2x2 SALES ACT -1 NOTE: ALL FINISHES NEED TO MEET A MIN, OF A CLASS C F NSH FOR ENCLOSED SPACES. SEE SEC V. ON CODE STUDY FOR MORE DETAILS, NOTE: ALL RETAIL FIXTURES TO BE ANCHORED TO WALL FOR LATERAL MOVEMENT FOR SEISMIC REQUIREMENTS. CONSTRUCTION KEYNOTES CONSTRUCTION GENERAL NOTES m 0 0 0 • 22 LEASE LINE. EX. L.L. NEUTRAL PIER. NEW L.L. NEUTRAL PIER BY LL. G.C. STORE FRONT TO PROJECT 3/4" IN FRONT OF EXISTING DEMISING WALL. EXISTING ENTRYWAY TILE TO REMAIN OR BE REINSTALLED PER THE LL SPECIFICATIONS. INSTALL NEW BASE TILE FINISH AT STOREFRONT BYT.G.C. SEE SHEET A3 FOR DETAILS. NEW DOOR. SEE SCHEDULE EXISTING DOOR TO REMAIN. SEE SCHEDULE. NEW BUILT IN DISPLAY. FINISH ST -1 (EBONY). ALL WALLS ARE COVERED FROM FLOOR TO CEILING WITH PAINT. ALL WALLS TO BE BROUGHT TO A LEVEL 3 FINISH BEFORE PAINTING. NEW DEMISING WALL BY TENANT. T.G.C. TO FUR OUT WALL IN SPACE AS REQUIRED TO MATCH EXISTING WALL PLANE. PREP FLOOR FOR INSTALLATION OF NEW WOOD FINISH PER MANUFACTURES RECCOMENDATION. PROVIDE FLUSH FLOOR TRANSITION AT ALL FLOORING TRANSISTIONS. EXISTING COLUMN TO REMAIN. NEW WALL & FINISH TO COVER COLUMN. SIZE OF ENCLOSURE T.B.D. IN FIELD. NEW PARTITION WALL. EXISTING TOILET TO REMAIN. VERIFY DIMENSIONS FROM SIDE WALL FOR ACCESSIBLE COMPLIANCE. SEE SHEET CC FOR DETAILS. EXISTING SINK TO BE REUSED. REPLUMB AS REQUIRED TO MEET MIN. ACCESSIBLE DIMESIONS. PROVIDE FRT BACKING AS REQUIRED. SEE SHEET CC FOR DETAILS LOCATION OF PANEL, METER, ALARM & TIME CLOCK TO REMAIN. CHANNEL FLOOR FOR RECEPTACLE & CAT5 FOR CASH WRAP. SEE ELECTRICAL FOR DETAILS. T.G.C. TO OBTAIN LL APPROVED CHANNELING REQUIREMENTS BEFORE CUTTING. ALL FIXTURES PROVIDED BY FRANCESCA'S MILLWORK VENDOR. INTERNALLY ILLUMINATED BRANDING GRAPHIC BY TENANT. SEE SIGNAGE SUBMITTAL. SERVICE SINK WITH WATER HEATER PLATFORM ABOVE. RELOCATED FIRE BOX.. 1. DIMENSIONS ARE TO FINISH SURFACES UNLESS NOTED OTHERWISE. 2. THE G.C. IS RESPONSIBLE FOR CONFIRMING OVERALL DIMENSIONS AND STRUCTURAL CONDITIONS PRIOR TO BEGINNING WORK. ANY DISCREPANCIES OR PROBLEMATIC CONDITIONS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE G.C.. 3. REPORT ALL SHELL BUILDING DEFECTS TO THE G.C. IMMEDIATELY UPON DISCOVERY. LL GENERAL NOTES T.G.C. TO GET APPROVED CHANNELING REQUIREMENTS WITH WESTFIELD'S ON SITE TENANT COORDINATOR. 5/8" TYPE "X" GYP. BOARD ON 3 -5/8" MTL. STUDS AT 16" O.C. PER ICC# ESR -1338 NOTE: USE WATER RESISTANT GYP. BD. (GREEN BD.) IN TOILET ROOM VERIFY CEILING HEIGHT, SEE REFLECTED CEILING PLAN FLOORING AND BASE PER PLANS NOTE: METAL STUD FRAMING TO MEET ESR -1229 OR APPROVED EQUAL TRACK ANCHORS TO MEET ESR -1752 OR APPROVED EQUAL 'v-1}* INTERIOR PARTITION BRACING DETAIL 1 /2 = 1 0 POWDER ACTUATED RAMSET ANCHORS AT 32" O.C. "HILTI" BRAND MODEL X -DW PINS 0.118" DIA. MIN. W/ 3/4" MIN. EMBEDMENT. TRACK ANCHORS TO MEET ESR -1752 OR APPROVED EQUAL VERIFY WITH ON SITE TENANT COORDINATOR ON REQUIREMENTS FOR ATTACHMENT TO SLAB. (2) #10 SELF TAPPING TEC SCREWS PER SIDE OTYP. WALL ANCHOR DETAIL 3 =1 -0 TRACK 5/8" GYP. BD. TRIM DBL. 3 5/8" METAL STUDS.25GA. TYP. iuiir Mr ODOOR HEAD & JAMB DETAIL 3 = 1 -0 4 7/8" ®TYP. CONNECTION 1 1 /2" = 1' -0" DOOR JAMB STAGGER SIDES AT EACH BRACE FASTEN TO DECK W/ #10 TEKS 45° 25 ga, 3 5/8" METAL STUD DIAGONAL BRACING @ 4' -0" O.C. GYP BD PROVIDE HILTI X -DNI 32 P8S15 @ 3' -0" O.C. (ICBO #2388) METAL TRACK WITH 2 - #10 TEKS ATTACHED @ 16" O.C. STUD AS REQ. (ICBO #3056) FRAME DOOR _REVIEWED FOR DE COMPLIANCE APPRMED kb 12 2i11J 24' - 0" LEASE LINE CORRIDOR CORRIDOR N 0 VCT -1 VCT -1 f DRESS .............I ROOM It 7' -0" 0 0D : :ADA DRESS VI ROOM �d EW SALES PT -1 B -2 W D -1 ACT -1 0 City of Tukwila BUILDING Q W io 5/8" GYP. BD DBL. 3 5/8" METAL STUDS.25GA. TYP. DOOR JAMB TRIM FRAME DOOR 3' -8" MIRROR.: 0 OD `�{� ----- MIRROR 22'-2" COLUMN BASE TO BASE 0 ih ADJACENT TENANT- MERCANTILE iti I0 4 j vk f• it � i / I O IF ® 0 - - - -- - - - - -- - -- b 13 VERIFY COLUMN o'I , r • ..,.. . SIZE & LOCATION IN FEILD. C .... 7' -73/4" I 11 'rf� I il MIMI _ — __STOREFRONT — -!-J FLOJOR PLAN 1/4" = 1' -0" 24' - 0" LEASE DIMENSION MALL COMMONS tto.Lo( RECEIVED AUG 03 2010 PERMIT CENTER 1 I hereby certify that this plan, specification, or report was prepared by me or under mydirect supervision and that I am a duly Registered Architect under the laws of the State of WASHINGTON Number7371 Date This drawing is and will remain the property of the architects and any reproduction or use for any but the specifically agreed upon purposes, without the prior written consent of the architects, is strictly prohibited. Information contained in these drawings was prepared for the specific site listed below. Use of these drawings for any other location or project is strictly prohibited without prior written consent of the architects. Copyright 2006 MBA Architects, 3823 Creekside Lane Holmen, WI 54636 Inc.; 608 - 785 -2760 FAX http://www.mba-architects.com PROJECT NAME: FRANCESCA'S COLLECTIONS PROJECT ADDRESS: 611 SOUTHCENTER MALL TUKWILA, WA 98188 CLIENT NAME: FRANCESCA'S COLLECTIONS • . ` , z:` s. • PROJECT MANAGER: DATE a. I z U 0 Z > REVISION / COMMENTS 5/29/10 X X MALL REVIEW 7/7/10 X X FINAL REVIEW 7/14/10 X X X PERMIT Prawn By: NBL Checked By: CHK THIS SHEET CONTAINS: FLOORPLAN • Al ARCHITECTS COMMISSION NUMBER 10.986 -005 GENERAL RECOMMENDATIONS ❑ REFERENCED SOURCES PER HIERARCHY: 2006 IBC (INTERNATIONAL BUILDING CODE), AMERICAN SOCIETY OF TESTING MATERIALS (ASTM C 635, ASTM C 636). AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE 7 -05) AND CEILINGS AND INTERIOR SYSTEMS CONSTRUCTION ASSOCIATION (CISCA). PARTITIONS THAT ARE TIED TO THE CEILING AND ALL PARTITIONS GREATER THAN 6 FEET IN HEIGHT SHALL BE LATERALLY BRACED TO THE STRUCTURE. BRACING SHALL BE INDEPENDENT OF THE CEILING SPLAY BRACING SYSTEM. ❑ ALL MAIN BEAMS ARE TO BE HEAVY DUTY (HD) ❑ ALL CROSS TEES SHALL BE CAPABLE OF CARRYING THE DESIGN LOAD WITHOUT EXCEEDING DEFLECTION EQUAL TO 1/360 OF ITS SPAN. ❑ THESE RECOMMENDATIONS ARE INTENDED FOR SUSPENDED CEILINGS INCLUDING GRID, PANEL OR TILE, LIGHT FIXTURES AND AIR TERMINALS WEIGHING NO MORE THE 4 LBS. PER SQUARE FOOT. ALL WIRE TIES ARE TO BE THREE TIGHT TURNS AROUND ITSELF WITHIN THREE INCHES. TWELVE GAUGE HANGER WIRE SPACED 4 FOOT ON CENTER (FIGURE 1). ❑ CHANGES IN CEILING PLANES WILL REQUIRE POSITIVE BRACING. LATERAL FORCE BRACING (FIG. 2 &3) ❑ CEILINGS CONSTRUCTED OF LATH AND PLASTER OR GYPSUM BOARD, SCREW OR NAIL ATTACHED TO SUSPENDED MEMBERS THAT SUPPORT A CEILING ON ONE LEVEL EXTENDING FROM WALL TO WALL SHALL BE EXEMPT FROM THE LATERAL FORCE BRACING REQUIREMENTS. ❑ LATERAL FORCE BRACING IS THE USED OF VERTICAL STRUTS (COMPRESSION POSTS) AND SPLAY WIRES (SEE FIGURE 2) ❑ LATERAL FORCE BRACING IS REQUIRED FOR CEILINGS OVER 1,000 SQUARE FEET AND NOT REQUIRED FOR CEILINGS LESS THAN 1,000 SQUARE FEET PROVIDED THEY ARE SURROUNDED BY FOUR WALLS AND BRACED TO STRUCTURE. ❑ LATERAL FORCE BRACING SHALL BE 12 FEET ON CENTER (MAXIMUM) AND BEGIN NO FARTHER THAN 6 FEET FROM WALLS. ❑ SPLAY WIRES ARE TO BE FOUR 12 GAUGE WIRES ATTACHED TO THE MAIN BEAM. WIRES ARE ARRAYED 90 DEGREES FROM EACH OTHER AND AT AN ANGLE NOT EXCEEDING 45 DEGREES FROM THE PLANE OF THE CEILING. ❑ SPLAY WIRES ARE TO BE WITHIN 2 INCHES OF THE CONNECTION TO SUSPENDED CEILING. ❑ RIGID BRACING MAY BE USED IN LIEU OF SPLAY WIRES. ❑ CEILINGS WITH PLENUMS LESS THAN 12 INCHES TO STRUCTURE ARE NOT REQUIRED TO HAVE LATERAL FORCE BRACING. ❑ VERTICAL STRUTS MUST BE POSITIVELY ATTACHED TO THE SUSPENSION SYSTEMS AND THE STRUCTURE ABOVE. ❑ THE VERTICAL STRUT MAY BE EMT CONDUIT, METAL STUDS OR A PROPRIETARY COMPRESSION POST (SEE FIGURE 3). THIS DOCUMENT PROVIDES THE VARIOUS STANDARDS FOR THE INSTALLATION OF SUSPENSION SYSTEMS FOR ACOUSTICAL LAY -IN CEILINGS. INCORPORATION OF THIS DOCUMENT WILL PROVIDE A MORE UNIFORM STANDARD FOR INSTALLATION AND INSPECTION. THIS DOCUMENT IS DESIGNED TO ACCOMPLISH THE INTENT OF THE INTERNATIONAL BUILDING CODE (IBC) WITH REGARDS TO THE REQUIREMENTS FOR SEISMIC DESIGN CATEGORY D FOR SUSPENDED CEILINGS AND RELATED ITEMS. UNLESS SUPPORTED BY ENGINEERING OR APPROVED BY LOCAL BUILDING DEPARTMENT, THE SUSPENSION SYSTEM SHALL BE INSTALLED PER THE REQUIREMENTS FOR SEISMIC DESIGN CATEGORY (SDC) D, C AND F PER IBC. MANUFACTURERS' RECOMMENDATIONS SHOULD BE FOLLOWED. O SUSPENDED CEILING SEISMIC NOTES 12" =1-0" FIGURE 1 MAXIMUM 3" (76mm) FIGURE 3 FIGURE 2 LATERAL FORCE BRACING 45 °OR LESS 45°OR LESS LESS 45 °OR LESS MAIN BEAM 45 °OR CROSS TEE EMT CONDUIT 1/2" EMT CONDUIT UP TO 6' -0" 3/4" EMT CONDUIT UP TO 8' -6" 1" EMT CONDUIT UP TO 10' -0" 1 METAL STUD 1 5/8" METAL STUD (25 GAUGE) UP TO 6' -2" 2 1/2" METAL STUD (25 GAUGE) UP TO 10' -6" NOTE: PLENUM AREAS GRATER THAN 11-0 WILL REQUIRE ENGINEERING CALCULATIONS FIGURE 5B COUNTERSLOPING 3" (76mm) FIGURE 6B 5/16" DRILL -IN EXPANSION ANCHOR MINIMUM STRUCTURAL CONCRETE STEEL STRAP 1" WIDE X 2" LONG X 12 GAUGE MINIMUM ,Ir -745° 3 TURNS SPLAYED SEISMIC BRACING WIRE FIGURE 6A SHOT -IN ANCHOR STRUCTURAL CONCRETE CEILING CLIP 3 TURNS VERTICAL HANGER WIRE 12 GAGE SPLAYED BRACE WIRES WALL MOLDINGS (FIGURE 4) ❑ WALL MOLDING (PERIMETER CLOSURE ANGLES) ARE REQUIRED TO HAVE A HORIZONTAL FLANGE 2 INCHES WIDE, UNLESS ALTERNATE METHODS ARE APPROVED PRIOR TO INSTALLATION BY THE LOCAL BUILDING DEPARTMENT AND THE DESIGNER OF RECORD. ONE END OF THE CEILING GRID SHALL BE ATTACHED TO THE WALL MOLDING, THE OTHER END SHALL HAVE P, INCH CLEARANCE FROM THE WALL AND SHALL BE FREE TO SLIDE. ❑ THE GRID SHALL BE ATTACHED AT TWO ADJACENT WALLS (POP RIVETS OR APPROVED METHOD). ❑ THERE SHALL BE A MINIMUM 3/a INCH CLEARANCE FROM THE END OF THE GRID SYSTEM AT UN- ATTACHED WALLS. SPREADER BARS (FIGURE 4) ❑ SPREADER (SPACER) BARS OR OTHER MEANS APPROVED BY LOCAL BUILDING DEPARTMENT SHALL BE USED TO REVERT THE ENDS OF THE MAIN BEAMS AT PERIMETER WALLS FROM SPREADING OPEN DURING A SEISMIC EVENT. PERIMETER WIRES SHALL NOT BE IN LIEU OF SPREADER BARS. ❑ WIRE TYING IS AN ACCEPTABLE ALTERNATIVE TO SPREADER BARS. ❑ SPREADER BARS ARE NOT REQUIRED IF A 90 DEGREE INTERSECTION CROSS OR MAIN IS WITHIN 8 INCHES OF THE PERIMETER WALL. ❑ HANGER (SUSPENSION) WIRES (FIGURES 5A & 5B) ❑ HANGER AND PERIMETER WIRES MUST BE PLUMB WITHIN 1 IN 6 UNLESS (FIGURE 5A) COUNTER SLOPING WIRES ARE PROVIDED. (FIGURE 5B) ❑ HANGER WIRES SHALL BE 12 GAUGE AND SPACED 4 FEET ON CENTER OR 10 GAUGE SPACED 5 FEET ON CENTER. ❑ ANY CONNECTION DEVICE AT THE SUPPORTING CONSTRUCTION SHALL BE CAPABLE OF CARRYING NOT LESS THAN 100 LBS.. ❑ FOR ESSENTIAL FACILITIES, HANGER WIRE CONNECTIONS MUST BE CAPABLE OF CARRYING 200 LBS.AND BRACING (SPLAY) WIRES SHALL BE CAPABLE OF CARRYING 440 LBS. SHOT -IN ANCHORS IN CONCRETE ARE NOT PERMITTED FOR BRACING WIRES. ❑ BRACING WIRES SHALL BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH AN MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 LBS.OR THE ACTUAL DESIGN LOAD, WITH A SAFETY FACTOR OF 2, WHICHEVER IS GRATER (FIGURE 6B). ❑ POWDER DRIVEN FASTENERS MUST BE APPROVED FOR THE APPROPRIATE LOADING. ❑ TERMINAL ENDS OF EACH MAIN BEAM AND CROSS TEE MUST BE SUPPORTED WITH 8 INCHES OF EACH WALL WITH A PERIMETER WIRE (SEE FIGURE 4 & 5B). ELECTRICAL FIXTURES ❑ LIGHT FIXTURES WEIGHING LESS THAN 10 LBS. SHALL HAVE ONE 12 GAUGE HANGER WIRE CONNECTED FROM THE FIXTURE TO THE STRUCTURE ABOVE. THIS WIRE MAY BE SLACK. ❑ LIGHT FIXTURES WEIGHING MORE THAN 10 LBS. AND LESS THAN 56 LBS. SHALL HAVE TWO 12 GAUGE WIRES ATTACHED AT OPPOSING CORNERS OF THE LIGHT FIXTURE TO THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. ❑ LIGHT FIXTURES WEIGHING MORE THAN 56 LBS. SHALL BE SUPPORTED BY DIRECTLY FROM THE STRUCTURE ABOVE. THESE WIRES MUST BE TAUT. ❑ PENDANT MOUNTED FIXTURES SHALL BE DIRECTLY SUPPORTED FORM THE STRUCTURE ABOVE USING A 9 GAUGE WIRE OR AN APPROVED ALTERNATIVE SUPPORT WITHOUT USING THE CEILING SUSPENSION SYSTEM FOR DIRECT SUPPORT. ❑ TANDEM FIXTURES MAY UTILIZE COMMON WIRES. MECHANICAL SERVICES ❑ TERMINAL OR SERVICES WEIGHING 20 LBS. BUN NOT MORE THAN 56 LBS. MUST HAVE TWO 12 GAUGE WIRES CONNECTING THEM TO THE CEILING SYSTEM HANGERS OR THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. SEISMIC SEPARATION JOINTS (FIGURE 7) ❑ FOR CEILING AREAS EXCEEDING 2500 SQUARE FEET, A SEISMIC SEPARATION JOINT OR FULL HEIGHT WALL PARTITION THAT BREAKS THE CEILING SHALL BE PROVIDED UNLESS ANALYSES ARE PERFORMED OF THE CEILINGS BRACING SYSTEM, CLOSURE ANGLES AND PENETRATIONS TO PROVIDE SUFFICIENT CLEARANCE. ❑ THE LAYOUT AN LOCATION OF THE SEISMIC SEPARATION JOINT SHALL BE PER THE DESIGNER OF RECORD AND NOTED ON THE PLANS. IF A SEISMIC SEPARATION JOINT IS REQUIRED BY THE DESIGNER, THE DESIGNER MAY USE THE GENERIC JOINT DETAILED IN THESE DOCUMENT OR A PROPRIETARY JOINT. THE AMOUNT OF FREE MOVEMENT (GAP DESIGN) SHALL BE PER THE DESIGNER OF RECORD. SPECIAL INSPECTIONS ❑ SPECIAL INSPECTIONS MAY BE REQUIRED BY THE JURISDICTION OR MUNICIPALITY. CONTACT THE LOCAL BUILDING DEPARTMENT. SPRINKLERS ❑ FOR CEILINGS WITH OUT RIGID BRACING, SPRINKLER HEAD PENETRATIONS SHALL HAVE A 2 INCH OVERSIZE RING, SLEEVE OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FREE MOVEMENT OF AT LEAST 1 INCH IN ALL HORIZONTAL DIRECTIONS. FLEXIBLE HEAD DESIGN THAT CAN ACCOMMODATE 1 INCH FREE MOVEMENT SHALL BE PERMITTED AS AN ALTERNATE. FIGURE 4 WALL MOLDING REQUIREMENTS WALL MIN. 2" (50 mm) MIN. 3/4" (19mm) AT UNATTACHED WALLS 13/4" 5/8" SPREADER BAR OR OTHER SUITABLE SYSTEM REQUIRED TO KEEP PERIMETER COMPONENTS FROM SPREADING APART FIGURE 8 FIGURE 5A PLUMB 1/6 EMT. COMP. STRUT TIGHT TO STRUCT. ABOVE. 12 GA. VERTICAL HANGER WIRE @ 48" O.C. COMPRESSION STRUT REQ'D. @ EACH SEISMIC RESTRAINT 12' -0" O.C. EACH WAY AND WITHIN 6' -0" OF EACH WALL. EMT. NOTCH OVER MAIN RUNNER. DRILL 5/32" HOLE FOR 1/8" BOLT & LOCK NUT AFTER CEILING SYSTEM IS LEVELED. OSUSPENDED CEILING SEISMIC DETAILS 1/2" = 1'-0" (4) 10 GA., SPLAY WIRES, SPLAYED 90° FROM EACH OTHER AND 45° FROM CEILING PLANE. 1" CHANNEL FRAMING @ 4' -0" O.C. MAX. 7/8" CHANNEL FURRING @ 16" O.C. SECURE TO 1" CHANNEL FRAMING WITH A MIN. 8 GA. CHANNEL. LIGHTING SCHEDULE (NOT ALL FIXTURES SHOWN) MARK DESCRIPTION LOCATION COMMENTS MARK DESCRIPTION LOCATION COMMENTS ✓ v v v TRACK LIGHTING SALES AREA SURFACE MOUNT • 10' -6" A.F.F. REFER TO SHEET E2 FOR SPECIFICATIONS. X t \ RESTROOM FAN & LIGHT TOILET ROOM EXISTING TO REMAIN 6" RECESSED CAN LIGHT ENTRY EXISTING. REFER TO SHEET E2 FOR SPECIFICATIONS. x 2x2 SUPPLY AIR DIFFUSER. THROUGHOUT REFER TO SHEET M1 FOR SPECIFICATIONS. CH CHANDELIER SALES - CENTER OVER CASH WRAP @ 90" A.F.F. PROVIDED BY TENANT, INSTALLED BY CONTRACTOR. 2x2 RETURN AIR DIFFUSER. THROUGHOUT REFER TO SHEET M1 FOR SPECIFICATIONS. SCONCE EXIT LIGHT SALES - ABOVE DRESSING @ 84" A.F.F. THROUGHOUT PROVIDED BY TENANT, INSTALLED BY CONTRACTOR. CEILING MOUNTED. REFER TO SHEET E2 FOR SPECIFICATIONS. EMERGENCY LIGHTING STOCKROOM, SALES REFER TO SHEET E2 FOR SPECIFICATIONS. CEILING KEYNOTES • a e 0 • m a 0 0 0 m 0 m m m CENTER CHANDELIER EQUALLY OVER CASH COUNTER. 17 BOX BEAM OF (2) 8" 18 -GA. STRUCTURAL METAL STUDS. TRACK LIGHTING TYP. SEE E2 FOR DETAILS. RECESSED CAN LIGHTS TYP. SEE E2 FOR DETAILS. NEW 1x4 LIGHT RECESSED. SEE E2 FOR DETAILS. NEW 2x2 ACT CEILING THROUGHOUT SALES AREA. PAINT CEILING, WALLS, GRIDWORK & DIFFUSERS PT -1. NEW SOFFIT. PAINT PT -1. NEW SOFFIT VERTICAL WALL. PAINT PT -1. EXISTING CEILING TO REMAIN. PATCH & REPAIR AS REQUIRED WHERE EXISTING STORAGE ROOM WALL WAS DEMOLISHED. EXISTING GYP. BD. CEILING TO REMAIN EXTEND CEILING AS REQUIRED TO MEET NEW WALL LOCATION. MATCH EXISTING STRUCTURE & FINISH. EXISTING CEILING FAN / LIGHT TO REMAIN. ADD ADDITIONAL CEILING AS REQUIRED TO MATCH EXISTING. NEW WALL TO 6" ABOVE CEILING. ATTACHED TO STRUCTURAL JOISTS & BEAMS ABOVE. SEE DETAILS 2 & 3 /A1. STORE ENTRANCE AREAS. ALL SPRINKLER HEADS RECESSED WITH COVERPLATES PAINTED TO MATCH THE CEILING COLOR. FIXTURES BELOW. TS10x2x.25" TUBE STEEL BEAM. WELDED TO COLUMNS WITH CLIP ANGLES ON GRID LINE 0. 8" 16 -GA. STRUCTURAL METAL JOISTS @ 16" O.C. SET ON & ATTACHED TO 8" BEAMS. THIS AREA TO BE COVERED FROM ABOVE WITH 5/8" FRT TREADED PLYWOOD. CEILING NOTES CEILING SUPPORT SHALL COMPLY WITH SEISMIC BRACING REQUIREMENTS FOR THIS REGION. ALL SUPPORTS ARE ATTACHED FROM THE STRUCTURAL JOISTS & BEAMS ABOVE. DO NOT ATTACH TO DECK. FINISH LEGEND MARK DESCRIPTION GENERAL LOCATION PT -1 VALSPAR CLR: WHIPPED APRICOT #: 2007 -2B INTERIOR SATIN SALES AREA WALLS & CEILING. PT -2 VALSPAR CLR: SAWYER WHITE #: 7002 -16 INTERIOR FLAT STOCKROOM /SOFFIT CEILINGS PT -3 VALSPAR CLR: JECKYLL CLUB VERANDA IVORY #: 7003 -2 EGGSHELL SIGN BACKGROUND B -1 VINYL BASE CLR: BROWN 4" STOCK ROOM /SALES B -2 STOREFRONT BASE 4" CREMA EUROPA TILE BASE STOREFRONT ST -1 MINWAX CLR: EBONY #: 2718 ALL WOOD STAIN GRADE LUMBER. STAIN MINWAX EBONY AND SEAL TWO COATS CLEAR POLYURETHANE. cc 0 J VCT -1 12 "x12" VINYL FLOORING CLR: BEIGE TYPE: -- STOCKROOM TOILET ROOM WF-1 SHAW- HARDWOOD CLR: MAIZE TYPE: VICKSBURG #SW118 4 7/8" RANDOM LENGTH. 1/2" ENGINEERED FLOORING SUPPLIER: FLOOR ZONE- HOUSTON TX. CONTACT JEFF MEGOW (713) 205 -6400. SALES WT -1 WALL TILE CLR: CREMA EUROPA STOREFRONT ACT -1 J U USG INTERIORS OR EQUAL TILE: 2'x2'x3/4" MARS, CLIMA PLUS #86785 SLT ( "SHADOWLINE TAPERED" EDGE -WHITE GRID: DONN 15/16 "DX WHITE. 2x2 SALES NOTE: ALL FINISHES NEED TO MEET A MIN. OF A CLASS C FINISH FOR ENCLOSED SPACES. SEE SEC V. ON CODE STUDY FOR MORE DETAILS. t�2o 1 SPRINKLER NOTES 1. TENANT'S CONTRACTOR SHALL CONTRACT WITH LANDLORD SPRINKLER CONTRACTOR FOR THE MODIFICATION OF THE EXISTING SYSTEM AS REQUIRED. 2. FIRE PROTECTION CONTRACTOR IS LIABLE FOR COMPLIANCE WITH ALL NATIONAL, STATE, AND LOCAL FIRE PROTECTION REQUIREMENTS. 3. PRIOR TO PROCEEDING WITH FIRE SPRINKLER WORK AND WITHIN 7 DAYS OF PROJECT START, CONTRACTOR SHALL SUBMIT TO THE TENANT & LANDLORD 4 COPIES OF PLANS SEALED BY A LICENSED FIRE PROTECTION ENGINEER. 4. TENANT'S SPRINKLER SYSTEM SHALL BE TESTED IN ACCORDANCE WITH NFPA 13. 5. UPON COMPLETION OF SPRINKLER SYSTEM MODIFICATIONS AND TESTS, CONTRACTOR SHALL SUBMIT A WRITTEN CERTIFICATE TO THE LANDLORD FOR THE UNDERWRITER STATING THAT THE SYSTEM HAS BEEN HYDROSTATICALLY TESTED, INSPECTED AND APPROVED. 6. ALL SPRINKLER HEADS IN STOREFRONT DISPLAY & ENTRANCES AREAS ARE TO BE FULLY RECESSED WITH PAINTED COVER PLATES. SPRINKLER HEADS IN SALES AREA CAN BE FULLY CONCEALED OR SEMI RECESSED PENDANT CHROME HEADS AS A MIN. 24' - 0" LEASE LINE , EX. 2x4 ACT CLG. 11' -6" V.I.F. PT -2 • 0 EX. GYP. BD. CEILING 7' -6" A.F.F. PT -2 OPEN ABOVE DRESS ROOMS CO REVIEWED FOR APPROVED AU 12 2010 CityofTUkwila BUILDING DIV1S1nh! 70' - 6" LEASE LINE v v v: rti v 8'_0" 8' - 0" 12' -0" A.F.F. PT -1 DC W : 0 (ID zZ J Xw wO COO w 0 (V T ate; a L L A o A o 1 1 4 4 0 0 0 00 i+0 v v O ip 1 " NEW STRUCTURE 00 GYP. BD. CLG. 14' -8 3/4" A.F.F. PT -1 REFLECTED CEILING PLAN 1/4" = GYP. BD. CLG. 10, -0" A.F.F. GYP. BD. CLG. 14'- 8.3/4" A.F.F. RECEIVED AUG 03 2010 PERMIT CENTER • I hereby certify that this plan, specification, or report was prepared by me or under mydirect supervision and that I am a duly Registered Architect under the laws of the State of WASHINGTON Number 7371 Date This drawing is and will remain the property of the architects and any reproduction or use for any but the specifically agreed upon purposes, without the prior written consent of the architects, is strictly prohibited. Information contained in these drawings was prepared for the specific site listed below. Use of these drawings for any other location or project is strictly prohibited without prior written consent of the architects. Copyright 2006 MBA Architects, ins 3823 Creekside Lane Holmen, WI 54636 608 - 785 -2760 FAX:608- 785 -2750 http: / /WWw.mba- architects.com PROJECT NAME: FRANCESCA'S COLLECTIONS PROJECT ADDRESS: 611 SOUTHCENTER MALL TUKWILA, WA 98188 CLIENT NAME: FRANCESCA'S COLLECTIONS • REGISTERED HITECT COLIN H. STATE F WASH TON PROJECT MANAGER: DATE U g w 0 cc 0 O z REVISION / COMMENTS 5/29/10 X X MALL REVIEW 7/7/10 X X FINAL REVIEW 7/14/10 X X X PERMIT Drawn By NBL Checked By: CHK THIS SHEET CONTAINS: RCP A2 ARCHITECT'S COMMISSION NUMBER 10.986 -005 (2) 6" 16GA. M.S. 11" NEW COLUMN ENCLOSURE. VERIFY SIZE IN FIELD. T -97/8" 3' - 9 7/8" LEASE LINE EX. DEMISING WALL ALIGN WALL WITH SOFFIT ABOVE. ST -1 FINISH WOOD (2) 6" 16GA. M.S. 3' -97/8" �A3 6' -0" / i\ _ 24' - 0" LEASE LINE LEASE LINE — NEW COLUMN ENCLOSURE. VERIFY SIZE IN FIELD. (2) 6" 16GA. M.S. 7' - 6 7/8" ALIGN WALL WITH SOFFIT ABOVE. 0 r ST -1 FINISH WOOD — DISPLAY PLATFORM ®ENLARGED STOREFRONT 1 /2 1-0" STOREFRONT GENERAL NOTES 1. SIGNAGE SHOWN FOR REFERENCE ONLY. ALL FINAL SIGN SHOP DRAWINGS TO BE SUBMITTED UNDER SEPARATE PERMIT. 2. ATTACHMENT TO LANDLORD BULKHEAD IS NOT PERMITTED. ALL SUPPORT SHALL BE TO BUILDING STRUCTURE. I FINISH LEGEND WALLS MARK DESCRIPTION GENERAL LOCATION VALSPAR CLR: WHIPPED APRICOT #: 2007 -2B INTERIOR SATIN SALES AREA WALLS & CEILING. PT -1 VALSPAR CLR: SAWYER WHITE #: 7002 -16 INTERIOR FLAT STOCKROOM /SOFFIT CEILINGS PT -2 VALSPAR CLR: JECKYLL CLUB VERANDA IVORY #: 7003 -2 EGGSHELL SIGN BACKGROUND PT -3 VINYL BASE CLR: BROWN 4" STOCK ROOM /SALES B -1 STOREFRONT BASE 4" CREMA EUROPA TILE BASE STOREFRONT B-2 MINWAX CLR: EBONY #: 2718 ALL WOOD STAIN GRADE LUMBER. STAIN MINWAX EBONY AND SEAL TWO COATS CLEAR POLYURETHANE. -. ST -1 FLOOR 12 "x12" VINYL FLOORING CLR: BEIGE TYPE:- - STOCKROOM TOILET ROOM VCT -1 SHAW- HARDWOOD CLR: MAIZE TYPE: VICKSBURG #SW118 4 7/8" RANDOM LENGTH. 1/2" ENGINEERED FLOORING SUPPLIER: FLOOR ZONE - HOUSTON TX. CONTACT JEFF MEGOW (713) 205 -6400. SALES WF -1 WALL TILE CLR: CREMA EUROPA STOREFRONT WT -1 CLG. USG INTERIORS OR EQUAL TILE: 2'x2'x3/4" MARS, CLIMA PLUS #86785 SLT ( "SHADOWLINE TAPERED" EDGE -WHITE GRID: DONN 15/16 "DX WHITE. 2x2 SALES ACT -1 NOTE: ALL FINISHES NEED TO MEET A MIN. OF A CLASS C FINISH FOR ENCLOSED SPACES. SEE SEC V. ON CODE STUDY FOR MORE DETAILS. INTERNALLY ILLUMINATED GRAPHICS THIS WALL. SEE SIGNAGE SUBMITTAL. (2) 6" 16GA. M.S. LEASE LINE INTERNALLY ILLUMINATED GRAPHICS THIS WALL. SEE SIGNAGE SUBMITTAL. Sim 24' - Cr LEASE DIMENSION DISPLAY ST -1. 3/4" GLAZING STOP. ST -1.' 3/8" TEMPERED GLAZING • 5 1/2" 3/4" ST -1 TRIM 3 5/8" M.S. .FRT FURRING AS REQUIRED: 3/4" GLAZING STOP. ST -1. O TRIM DETAIL 3" =11-0" 4" BASE 5/8" GYP. BD. BY OTHERS. 6" DEMISING WALL BY LL. STOREFRONT BY OTHERS EX. 5/8" GYP. BD. TO REMAIN. 3/4" TRIM. ST -1 FRT FURRING 3 5/8" M.S. — GLAZING ADJACENT TENANT ® NEUTRAL PIER 3" =1' -Orr 8" STRUCTURAL METAL JOISTS. ALIGN FRANCESCA'S STOREFRONT TO ADJACENT STOREFRONT. FRANCESCA'S COVER ALL EXPOSED JOISTS WITH MIN. 5/8" FRT PLYWOOD. CROWN MOULDING. ST -1 T.O. TENANT BUILD 115' 6" �1 LEASE LINE. 3/4" TRIM. ST -1 (2) 8" STRUCTURAL METAL JOISTS. LATERAL BRACING AT EVERY OTHER STUD. T.O. TENANT BUILD oic 115' -6" NEW (2) 3'x10'15 LIGHT GLASS DOORS. GLAZING DATUM du 110' - 0" REVIEWED FOR CODE COMPLIANCE APP f VED kttu 1 1U1U City of Tukwila BUILDING DIVISION O STOREFRONT ELEVATION 1/2 = 1'-0" STOREFRONT KEYNOTES 0 m • 0 a m a 0 0 0 m m 0 m LEASE LINE TYP. NEW NEUTRAL PIER BY TENANT. EX. NEUTRAL PIER BASE & FINISH BY LL. EX. BRICK NEUTRAL BEYOND TO REMAIN. EX. COLUMN TO REMAIN. FINISH TOP OF STOREFRONT. PAINT LL APPROVED COLOR. NEW 3/8" CLEAR TEMPERED GLASS GLAZING. NEW 3/4" x 9 1/4" BIRCH TRIMWORK. STAINED ST -1. NEW 3/4" x 5 1/2" BIRCH TRIMWORK. STAINED ST -1. NEW 3/4 "x 3 1/2" BIRCH TRIMWORK. STAINED ST -1. NEW (2) 3' -0" x 10' -0" 15 LIGHT GLASS DOORS. FINISHED ST -1. PAINT PT -3 BEHIND SIGNAGE. NEW REVERSED CHANNEL LETTER HALO LIT SIGNAGE. SEE SIGN PACKAGE SUBMITTAL NEW VINYL GRAPHICS APPLIED TO INSIDE OF GLAZING. NEW 4" STONE BASE. APPROVE WITH LL ON SITE TENANT COORDINATOR. NEW CROWN MOULDING. ST -1. Building Fascia Polycarbonate back 1 1 1 1 #8 x 3/4 Sheet Metal Screw 1 IAA" x 1' x 3 /16"Aluminum Clip '1? Diameter X 2" PVC Spacers 114" U.L. Lexan 1/2" Sealtite Connector White LEDs 3/16" Rivet Building framing 1/4f -20 Steel Studs: Small Letters(3 Minimum) 3 /8f -16 Steel Studs: Large Letters(4 Minimum) Penetration Aluminum face and returns Primary Power Source Power Supply Typical reverse channel letter illuminated with LEDs 2" DEEP LETTERS, SIGN UNDER SEPERATE REVIEW. ©TYP. PIN MOUNTED SIGNAGE 12 =10 1ST FLOOR dak 100' -0" 6" TRIM. SIGNAGE. UNDER SEPARATE SUBMITTAL. 3/4" MILLWORK PANELS 6" TRIM. ST -1 CLEAR GLAZING LEASE LINE. 6" TRIM. ST -1 ST -1 PT -3 GLAZING DATUM 110' - 0" STOREFRONT SECTION @ DOORS 1/2" = 1' -0" COVER ALL EXPOSED JOISTS WITH MIN. 5/8" FRT PLYWOOD. 8" STRUCTURAL METAL JOISTS. (2) 8" STRUCTURAL METAL JOISTS. 1ST FLOOR guk 100' -0" T.O. TENANT BUILD 115' -6" 3/4" x 9 1/4" TRIM. 3/4" x 6" TRIM. 4 SIDES TYP. ST -1 ST -1 GLAZING DATUM 110' - 0" NEW COLUMN ENCLOSURE. 0 N =1G CLEAR GLAZING. Tj(O1O LATERAL BRACING AT EVERY OTHER STUD. 3/4" x 6" TRIM. DISPLAY PLATFORM 7 STOREFRONT SECTION @ GLAZING 1/2" 1-0" 3 5/8 M.S. WITH 1/2" FRT NAILER. 3/4" x 6" TRIM. 4" BASE. RE( AUG PERM 1ST FLOOR 100' - 0" EIVED o 3 2010 T CENTER • 1 I hereby certify that this plan, specification, or report was prepared by me or under mydirect supervision and that I am a duly Registered Architect under the laws of the State of WASHINGTON Number7371 Date This drawing is and will remain the property of the architects and any reproduction or use for any but the specifically agreed upon purposes, without the prior written consent of the architects, is strictly prohibited. Information contained in these drawings was prepared for the specific site listed below. Use of these drawings for any other location or project is strictly prohibited without prior written consent of the architects. Copyright 2006 MBA: Archite ts, Inc : 3823 Creekside Lane Holmen, WI 54636 608 - 785 -2760 FAX:608 -785 -2750 http://vvww.mba-architects.com 1 ksi PROJECT NAME: FRANCESCA'S COLLECTIONS PROJECT ADDRESS: 611 SOUTHCENTER MALL TUKWILA, WA 98188 CLIENT NAME: FRANCESCA'S COLLECTIONS PROJECT MANAGER: 0 3 DATE w U 0 g to a z 0 z REVISION 1 COMMENTS 5/29/10 X X MALL REVIEW 7/7/10 X X FINAL REVIEW 7/14/10 X X X PERMIT Drawn Br NBL Checked Bv: CHK THIS SHEET CONTAINS: STOREFRONT ELEVATION & DETAILS • A3 ARCHITECT'S COMMISSION NUMBER 10.986 -005 OEAST 3/8" = 1-0" CEILING HEIGHT PT -1 H PT -2 B -1 PT -2 ST -1 /// CLEAR GLAZING CA ST -1 1 /// ST -1 /// //DISPLAY APPROXIMATE LOCATION OF LL BULKHEAD. V.I.F. EXISTING STRUCTURE TO REMAIN. 10" STRUCTURAL METAL BEAM. 10" STRUCTURAL METAL JOISTS. 10" STRUCTURAL METAL BEAM. WS B -1 ST -1 PT -1 7' ST -1 0 <EXIT> ST -1 f CA ® SOUTH 3/8" = 1'-0" ST -1 ST -1 WD-1 L' z i CLEAR GLAZING ST -1 PT -1 // /// /// ARMOIRE 16' - 2 3/4" B -1 COVER ALL EXPOSED JOISTS WITH MIN. 5/8" FRT PLYWOOD. T.O. TENANT BUILD ,T 11 5' -6" rn kr M zzr 0 APPROXIMATE LOCATION OF LL BULKHEAD. V.I.F. PT -1 CLEAR GLAZING 3/4" x 6" TRIM. ST -1 PT -1 - CLEAR GLAZING 3/4 "x6 "TRIM. ST -1 B -2 ilk 1ST FLOOR X100' -0" PT -1 7 10" STRUCTURAL 10" STRUCTURAL METAL BEAM. METAL JOISTS. ST -1 PT -1 MIRROR EXISTING STRUCTURE TO REMAIN. 10" STRUCTURAL METAL BEAM. WS PT -1 G o G \/ NOTE: ALL FIXTURES ARE PRE - MANUFACTURED TO MATCH ST -1 FINISH. PT -1 ❑ G \/ WS PT -1 3F0 PT -1 FINISH LEGEND WALLS MARK DESCRIPTION GENERAL LOCATION O S ALL VALSPAR CLR: WHIPPED APRICOT #: 2007 -2B INTERIOR SATIN SALES AREA WALLS & CEILING. PT-1 VALSPAR CLR: SAWYER WHITE #: 7002 -16 INTERIOR FLAT STOCKROOM /SOFFIT CEILINGS PT -2 - 0" VALSPAR CLR: JECKYLL CLUB VERANDA IVORY #: 7003 -2. EGGSHELL SIGN BACKGROUND PT -3 DATE VINYL BASE CLR: BROWN 4" STOCK ROOM /SALES B -1 CONTRACTOR VENDOR STOREFRONT BASE 4" CREMA EUROPA TILE BASE STOREFRONT B -2 • X X MINWAX CLR: EBONY #: 2718 ALL WOOD STAIN GRADE LUMBER. STAIN MINWAX EBONY AND SEAL TWO COATS CLEAR POLYURETHANE. __ ST -1 MALL REVIEW FLOOR 12 "x12" VINYL FLOORING CLR: BEIGE TYPE:- - STOCKROOM TOILET ROOM VCT -1 SHAW- HARDWOOD CLR: MAIZE TYPE: VICKSBURG #SW118 4 7/8" RANDOM LENGTH. 1/2" ENGINEERED FLOORING SUPPLIER: FLOOR ZONE- HOUSTON TX. CONTACT JEFF MEGOW (713) 205 -6400. SALES WF -1 X X WALL TILE CLR: CREMA EUROPA STOREFRONT WT -1 CLG. USG INTERIORS OR EQUAL TILE: 2'x2'x3/4" MARS, CLIMA PLUS #86785 SLT ( "SHADOWLINE TAPERED" EDGE -WHITE GRID: DONN 15/16 "DX WHITE. 2x2 SALES ACT -1 NOTE: ALL FINISHES NEED TO MEET A MIN. OF A CLASS C FINISH FOR ENCLOSED SPACES. SEE SEC V. ON CODE STUDY FOR MORE DETAILS. REVIEWED FOR CODE COMPLIANCE APQRfVED Auu 12 )1U City o$ Tukwila BUILDING DIVIRiflW ® WD-1 PT -1 PT -1 PT -1 /— COVER ALL EXPOSED JOISTS WITH MIN. 5/8" FRT PLYWOOD. T.O. TENANT BUILD 115' -6" /// /// ST -1 SIGNAGE PT -3 ST -1 GLAZING DATUMfth 110' -0" CLEAR GLAZING 1ST FLOOR 100' -0" PT -1 DRESSING ROOM 4WS H PT -1 FC NOTE: ALL FIXTURES ARE PRE - MANUFACTURED TO MATCH ST -1 FINISH. WS PT -1 CA NORTH = 1 0 B -1 PT -1 WS 3/4" TRIM. ❑ ST -1 PT -1 m 11 MIRROR ARMOIRE ❑ ST -1 PT -1 MIRROR m ID NOTE: ALL FIXTURES ARE PRE - MANUFACTURED TO MATCH ST -1 FINISH. PT -1 PT -1 DRESSING ROOM 4WS WS WF-1 PT -1 WEST 3/8" = 1-0" B -1 B -1 B -1 ST -1 EX. CEILING TO REMAIN. PT -2 B -1 h�nv'v� CA GLAZING DA B -1 0A-rw 2.0 EX. CEILING TO REMAIN. PT -2 EX. ALARM & ELECTRICAL PANEL TO REMAIN. VCT -1 B -1 110' 1STF 1( RECEIVED AUG 0 3 2010 PERMIT CENTER sx I hereby certify that this plan, specification, or report was prepared by me or under mydirect supervision and that I am a duly Registered Architect under the laws of the State of WASHINGTON Number7371 Date This drawing is and will remain the property of the architects and any reproduction or use for any but the specifically agreed upon purposes, without the prior written consent of the architects, is strictly prohibited. Information contained in these drawings was prepared for the specific site listed below. Use of these drawings for any other location or project is strictly prohibited without prior written consent of the architects. \ \:I T Copyright 2006 MBA Architects, Inc. 3823 Creekside Lane Holmen, WI 54636 608 - 785 -2760 FAX:608- 785 -2750 http: / /Www.mba- architects.com \ \ V FRANCESCA'S COLLECTIONS PROJECT ADDRESS: O S ALL TUKWILA, WA 98188 CLIENT NAME: FRANCESCA'S COLLECTIONS \. kv \ OR ARCHIT RED COLIN H. KLOS. STATE OF WASHINGTON r7 n'r - 0" PROJECT MANAGER: DATE CLIENT LANDLORD PERMITS CONTRACTOR VENDOR REVISION / COMMENTS 5/29/10 X X MALL REVIEW \7/7/10 X X FINAL REVIEW 7/14/10 X X X PERMIT Prawn By: NBL Checked By: CHK g. THIS SHEET CONTAINS: INTERIOR ELEVATIONS ,„, A4,,,,,, ARCHITECT'S COMMISSION NUMBER 10.986-005 1 inept: N.r:?ttMg.2:::s� A �caytim ?: El a ?it;): E3�tr:; vemaolootx.v.wm GENEFAL INFORMATION Steel Design Itepovt: Grm:ppno i13� Atitiiiecis Bait: • Stan Toflsaex, i>Sp}t3 }.Catteffitae7 81<+aat:FJrEiet%: I }eztr1 Boa:. Dcs i Cr telin .. . t)i.sipn Code: • 'fota1Spanl cooth it ?.i:t+fottt • .tilt Valua Dc3triptinn Value I1i`gf �tttei;Yiriti'',ttxss �. En 5tE(klt'i i,(+1in .; Ai$CASl)f 19401 'Sac iia Slinp ' Th • ::24:00 FI iVfaaintii t SOIlaii •De(>tit 10.00 In 1 Pituteii; . Muriinrim&c1iuli:)3iith 10;06,111 Fir8r1 Bo k=$ acl. ptslzattae {doulrlaanglcs'e�iili) .:11I4.:.,: 3:6(300. Seetian W14th(an le and >ttttitrs:tmty '3110 00 ,.. N0iiiiler of 5tslutfouc . I tit 1.i#Okx: LrvC Load •Piii0iiiiii • L rst;Atotk Sit n TotatLoad Defleclron ilee:i Doti i)i 116etiori Maciiiiout S te. Raito .... ::iettdtit Coelllt't'nt: SI;'ANLENGTI�:;DA A(UmtFO l Os .... ... C1?ecl Sax Errtii) lsi: LTD Lama S 24; X • LOAD .tNC()RMATIO I 1 ROC : Noy:.' loai Coi?tr • Load T,t r :Dit 1c•to:`Viiltiv B g iii 1'osilioti< Hf Vsiu e' 'Efel Pai €fot l ..:.: MO Litiear Y ,:. i.GLI (LbIFt) 00€#'tf ;: :4:(11 {1 k)::. 35000:(tltibt): ..: 165 t10 {i tet 0 . .::: 14000(F() :,.. .:14 OOO fFi : ?s lsve' Lttteai: Y 1 &5'000,(IbIFt):. ;OAD:G':O1kI:i INiY'I'IONS' LCI'' DL:Qfli> 1'Ctz DLr+ . L:oli:A11 patis ELCMENT:REMitTS .Note.D 1lciltniis arl +oal4ulatrtf'E a9i ei 411 i?A# [�r2.ln; SPAN 1 Laati •Node:No 1iiliae oti : l'oluts t:1:` {..,). Axial (Lb) :: Slime: (Lb) i im:ma:at b. i: t:E,, ..1.1 Ma- :Aliment: (Lb Ct) • Dis1Ritre. It'.t 'Mat,' >1)eOcelliti: 1tt . Dittairea >tfi i :1 WO OflUO 7(6 .X) 01.00t (442500 9tioti ... 2639.14: i01'11 2.. kS.00O OOl():; i2;731MND' 111211{300 2: !: U.000 E) OOtt" 'zit} O01t 0.00(i: -1:012) 00(1 .: 9.000 71 &278` 101:11: T' :ISOOO .. ' . . 0.:(4) . . 31150014 ... >. itWOO.oOU REACTIONS Noke:: No; 1 Load'Coniti PI( (LW P #? {Liz): tinnt t(Lb. -F1) ::LCI: Di..ta tiv (I:O(Kt : ::::::: •7b .5:000 o:000 J . ` LC? DI i, LL on Ali Spas 0.000 0,0(11 7 SOOIIn 12750'10 375O.0ii(l O:QE'0 6120;000 i.9f E}iifbj j .. . ' ICI DLOily. LC't Di + 11 on Al taw, MOOD 0121 I II AF, STRESS pLs$'Aj4L. : Sextlttu Nate 13is1�$s Brains 0ia tiPr4i� t. itcodifS -X t.Wln'2 •Lfil)nn'r 24111.1460 .1000:000 000 . M00UiOIN1 1(ttk`.Nt 00D 0340 ,:o Aso F,C2DL l.ionrl1film :. 1;C2 £li LL oa AEI Sit inS Sktrar '4 TotatDelneloa -1 .. lit is 0 11 ': 0$.01 : 0 :$60 r 0363 :0505 (f y fit T # t ottAlt Spnas "LC .V. f)L LL>on A,it:Spang 1.10:DONitro?? ■5' 0:>404. TS BEAM CALCS 12 =1 0 Structural Stud Specifier Framing Condition: Spa n Spacing Requirement: Live Load: 20 Deflection: Floor Joist Single Span 16" Dead Load: 10 L /240(Total Load) L /360(Live Load) Punched or Unpunched: Unpunched Product Code SSMA Code Gauge KSI Width Length Webs Req'd CSJ5 80OS162 -54 16 50 8" 13' 1- 1/16" None Product Specification Page I of 1 %AI. r%AMt! L Structural Stud Product Code:csi Depth: 8" Flange: 1 -5/8" Lip: 1/2" Yield Strength: 50 Gauge: 16 Design Thickness:8.8566" Gross Section Properties Area: 0.67 in. ^2 Moment of inertia about x -x axis (Ix) :5.74 in. ^4 Radius of gyration about x -x axis (Rx):2.927 in. Moment of inertia about y -y axis (1y):o.195in. "4 Radius of gyration about y -y axis (Ry):0.539in. Effective Section Properties Fully Braced Allowable Moment (Mall):46347in /ibs. Moment of Inertia about x -x axis (IxEff):61n. ^4 Effective Section Modulus about x -x Axis (SxEff):lin. ^3 Torsional Section Properties Distance between shear center and centroid (Xo): -0.932 in. St. Venant torsional constant (Jx1000): 0.716 Warping torsional constant (Cw):2.51 Polar radius of gyration about principal axis (Ro): 3.119in. Beta Equals 1- (Xo /Ro) ^2:0,911 Dietrich Metal Framing, Inc. Corporate Headquarters 500 Grant Street/Suite 2226 Pittsburgh, PA 15219 Phone: (412)281.2805 SSMA Code: 800S162 -54 Weight /Foot: 2.192 Punched /Unpunched: ON Product Complies With: A.I.S.I. Specification for the design of Cold- Formed Steel Structural Members ASTM C -955 ASTM C -1007 ICBO 4784P* See report for specific information. RETURN LIP -, rY PLANCt Sin A--511 Uri SIZE--- ---- -‘1 STRUCTURAL STUD Dietrich Design Group 1414 Field Street Building C Hammond, IN 46320 Phone: (219)853.9474 Toll Free:1.800.USE.BIGD http: / /www. dietrichindustries. coin /OnlineSpecs /StStudSpec.asp ?dt= yes &fc -= &deflection =... 7/9/2010 JOIST SPECS 12" =11-0" EXISTING LL STRUCTURE TO REMAIN. TS10x2x25 WELDED WITH CLIP ANGLES TO COLUMN ON EACH SIDE OF SPACE. Structural Stud Specifier Framing Condition: Span Spacing Requirement: Live Load: 20 Deflection: IN LL BULKHEAD. V.I.F. 12' -41/4" COVER JOISTS WITH 5/8" FRT PLYWOOD. V.I.F. 8 " STRUCTURAL METAL JOISTS. BOX BEAM (2) 8" 16GA. STRUCTURAL METAL JOISTS. O FRAMING SECTION 1/2" = t-0" Floor Joist Single Span 16" Dead Load: 10 L /240(Total Load) L/360(Live Load) Punched or Unpunched: Unpunched Product Code SSMA Code Gauge KSI Width Length Webs Req'd CSJ3 800S162 -43 18 33 8" 13' 1- 1/16" None Product Specification Structural Stud Product Code:csl Depth: 8" Flange: 1 -5/8" Lip: 1/2" Yield Strength: 33 Gauge: 18 Design Thickness:8.8451" Gross Section Properties Area: 0.537 in. ^2 Moment of inertia about x -x axis (Ix) :4.634 in. ^4 Radius of gyration about x -x axis (Rx) :2.938 in. Moment of inertia about y -y axis (1y):o.16in. ^4 Radius of gyration about y -y axis (Ry):o.546in. Effective Section Properties Fully Braced Allowable Moment (Mali):25154in /Ibs. Moment of inertia about x -x axis (IxEff):4.634in.A4 Effective Section Modulus about x -x Axis (SxEff):1,158in. ^3 Torsional Section Properties Distance between shear center and centroid (Xo): -0.941 in. St. Venant torsional constant (Jx1000): 0.363 Warping torsional constant (Cw):2.oss Polar radius of gyration about principal axis (Ro): 3.133in. Beta Equals 1 -(Xo /Rol "2:0.91 . Dietrich Metal Framing, Inc. Corporate Headquarters 500 Grant Street/Suite 2226 Pittsburgh, PA 15219 Phone: (412)281.2805 Page 1 of 1 LI DIETRICH 0 %41, rRAik£MG SSMA Code: 8005162 -43 Weight /Foot: 1.756 Punched /Unpunched: ON Product Complies With A.I.S.I. Specification for the design of Cold- Formed Steel Structural. Members ASTM C -955 ASTM C -1007 ICBO 4784P* See report for specific information. RETURN LIP "T FLAL sL. 46--STUD SIB--- ° --°- -.) 5tttuctuRAL STUD Dietrich Design Group 1414 Field Street Building C Hammond, IN 46320 Phone: (219)853.9474 Toll Free :1.800.USE.BIGD http : / /www. dietrichindustries .com /OnlineSpecs/StStudSpec .asp ?dt = yes &fc =fj &deflection ... 7/9/2010 08 BOX BEAM SPECS 12 =10 END REACTION 2840# A5 0 = 0 =- 0 /AY AIN EXISTING COLUMN NEW COLUMN // T.O. TENANT BUILD 115' -6" CREATE "SADDLE" FOR TUBE STEEL WELD TO EXISTING COLUMN. LEAVE 1/16" GAP. c) 2" 1/4" 2 1/8" 1/4" 2 5/8" O COLUMN CONNECTION DETAIL 3 =1 -0 W ♦- cc z W 1— 2 DO I to zC7 co J wO w0 t0) ALL w CC 1- U iY w z GLAZING DATUM 110' - 0 CV 1ST FLOOR_ 100' - 0" `TUBE STEEL BEAM 1 i 1 1 8" JOISTS 16" O.C 1 CEILING FRAMING 1/4" = 1' -0" WEB STIFFENER AS REQUIRED CLiP ANGLE. TS10x2x.250 TEEL BEAM )R OTHER INTERMEDIATE SUPPORT OJOIST OVER SUPPORT DETAIL 12 =10 STUD OR JOIST 18 GA. M.S. ®BOX HEADER DETAIL 12" = 1' -0" FASTENER AS REQ'D. TRACK HANG JOIST PAST BEAM 2 ". JOIST REVIEWED FOR---- CODE COMPLIANCE Appo nVED i Cityof Tula BUILDING piviiRinr o WEB STIFFENER AS REQUIRED CLIP ANGLE BOX BEAM' O JOIST OVER MS WALL DETAIL 12 =1 0 STUD JOIST RECEIVED AUG 03 2010 PERMIT CENTER SCREW AS REQ'D. I hereby certify that this plan, specification, or report was prepared by me or under mydirect supervision and that I am a duly Registered Architect under the laws of the • state of WASHINGTON Number7371 Date This drawing is and will remain the property of the architects and any reproduction or use for any but the specifically agreed upon purposes, without the prior written consent of the architects, is strictly prohibited. Information contained in these drawings was prepared for the specific site listed below. Use of these drawings for any other location or project is strictly prohibited without prior written consent of the architects. Copyright 2006 MBA Architect, Inc.. 3823 Creekside Lane Holmen, WI 54636 608 - 785 -2760 FAX:608- 785 -2750 http://www.mba-architects.com PROJECT NAME: FRANCESCA'S COLLECTIONS PROJECT ADDRESS: 611 SOUTHCENTER MALL TUKWILA, WA 98188 CLIENT NAME: FRANCESCA'S COLLECTIONS REGISTERED A134;HIT, PROJECT MANAGER: DATE LANDLORD a cc z U 0 z > REVISION / COMMENTS 5/29/10 X X MALL REVIEW 7/7/10 X X FINAL REVIEW 7/14/10 X X X PERMIT 0 Drawn By: Author Checked Bv: Checker THIS SHEET CONTAINS: FRAMING DETAILS A5 ARCHITECT'S COMMISSION NUMBER 10.986 -005