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HomeMy WebLinkAboutPermit D10-018 - WESTFIELD SOUTHCENTER MALL - FIREWORKS GALLERY - REMODELFIREWORKS GALLERY 656 SOUTHCENTER MALL D1O-018 Citylif Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite # 100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /wwwci.tukwila.wa.us DEVELOPMENT PERMIT Parcel No.: 9202470010 Address: 261 SOUTHCENTER MALL TUKW Suite No: Permit Number: D10-018 Issue Date: 03/16/2010 Permit Expires On: 09/12/2010 Tenant: Name: FIREWORKS GALLERY Address: 261 SOUTHCENTER MALL , TUKVVILA WA Owner: Name: WEA SOUTHCENTER LLC Address: 11601 WILSHIRE BL, 12TH FLOOR , LOS ANGELES CA 90025 -1748 Phone: Contact Person: Name: MARLO DOWELL Address: 118 N 35 ST SUITE 200 , SEATTLE WA 98103 Phone: 206 - 634 -0177 Contractor: Name: J R ABBOT CONSTRUCTION, INC. Address: PO BOX 84048 , SEATTLE WA 98124 Phone: 206 467 -8500 Contractor License No: JRABBCI022JZ Expiration Date: 03/01/2012 DESCRIPTION OF WORK: NON - STRUCTURAL INTERIOR COMMERCIAL REMODEL OF EXISTING COMMERCIAL TENANT SPACE 1N SOUTHCENTER MALL. MINOR SCOPE OF WORK INCLUDES FINISHES, LIGHTING, STOREFRONT AND CASEWORK. ELECTRICAL AND MECHANICAL UNDER SEPARATE PERMIT. Value of Construction: $90,000.00 Fees Collected: $2,264.01 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2006 Type of Construction: II-B Occupancy per IBC: 0019 * *continued on next page ** doc: IBC -10/06 D10 -018 Printed: 03 -16 -2010 City of/Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite # 100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206- 431 -2451 Web site: http : / /wwwci.tukwila.wa.us Permit Number: D10-018 Issue Date: 03/16/2010 Permit Expires On: 09/12/2010 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: 3 (-P— I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the perf rmance of work. I thoriz d to sign and obtain this development permit. Signature: p/fi/%Z* Date: 3//// v cJ /v/v /L-&ie STE/LW4 Print Name: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC -10/06 D10-018 Printed: 03 -16 -2010 Parcel No.: 9202470010 Address: Suite No: Tenant: • • 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 261 SOUTHCENTER MALL TUKW FIREWORKS GALLERY PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D10 -018 ISSUED 01/25/2010 03/16/2010 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: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 6: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 7: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 8: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 9: 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. 10: 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. 11: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 12: 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. 13: 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. 14: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building doc: Cond -10/06 D10 -018 Printed: 03 -16 -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 inspector. No exception. 15: 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. 16: Manufacturers installation instructions shall be available on the job site at the time of inspection. 17: 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. 18: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 19: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 20: 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. 21: ** *FIRE DEPARTMENT CONDITIONS * ** 22: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 23: 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) 24: 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 mrn). (IFC 906.7 and IFC 906.9) 25: 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) 26: 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) 27: 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) doc: Cond -10/06 D10 -018 Printed: 03 -16 -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 28: 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) 29: 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) 30: 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) 31: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 32: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 33: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 34: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 35: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot - candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) The path of egress shall require emergency lighting until exit discharge is accomplished. 36: 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) 37: Maintain sprinlder coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinlder heads. (IFC 901.4) 38: 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) 39: 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 sprinlder 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) 40: 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 INTO MAIN MALL FIRE ALARM CONTROL PANEL.) doc: Cond -10/06 D10 -018 Printed: 03 -16 -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 41: Local U.L. central station supervision is required. (City Ordinance #2051) 42: 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) 43: 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) 44: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 45: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 46: 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 PER APPROVED WESTFIELD STANDARDS.) 47: 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. 48: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 49: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 50: 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 -10/06 010 -018 Printed: 03 -16 -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 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: Print Name: \1 -A//Vl .C7-c--P14--411) Date: //0//0 ordinances governing or local laws regulating doc: Cond -10/06 D10 -018 Printed: 03 -16 -2010 CITY OF TUKWILligh Community DevelopmeWlepartment Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us Building Pernilo. NO -6 le Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION q410.1J-4 -0010 Site Address: 656 Southcenter Mall, Tukwila WA 98188 Tenant Name: Fireworks Property Owners Name: Westfield LLC Mailing Address: 11601 Wilshire Blvd King Co Assessor's Tax No.: 636420 - 0010 -01 Suite Number: 261 Floor: 1 New Tenant: VI Yes ❑ ..No Los Angeles CA 90025 City State Zip CONTACT PERSON — who do we contact when your permit is ready to be issued Name: Marto Dowell, c/o Miller Hayashi Architects Day Telephone: (206) 634 -0177 Mailing Address: 118 N. 35th St. Suite 200 Seattle Wa 98103 E -Mail Address: marlodowell @millerhayashi.com City State Fax Number: (206) 634 -0167 Zip GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: JR Abbott Construction Mailing Address: 3408 1st Ave S, Suite 101 Seattle Wa 98134 Contact Person: Jennifer Stephan E -Mail Address: jstephan @JRAbbott.com Contractor Registration Number: JRABBC1022JZ City State Day Telephone: (206) 467 -8500 (206) 447 -1885 Expiration Date: 03/01/2010 Fax Number: Zip ARCHITECT OF RECORD — All plans must be wet stamped by Architect of Record Company Name: Miller Hayashi Architects, LLC Mailing Address: 118 N. 35th St. Suite 200 Contact Person: Marto Dowell Seattle Wa 98103 E -Mail Address: marlodowell @millerhayashi.com City State Day Telephone: (206) 634 -0177 Fax Number: (206) 634 -0167 Zip ENGINEER OF RECORD — All plans must be wet stamped by Engineer of Record Company Name: N/A deferred permits, see plans Mailing Address: City Day Telephone: Fax Number: Contact Person: E -Mail Address: H:\Applications\Forms- Applications On Line\2009 Applications \1-2009 - Permit Application doc Revised: 1 -2009 bh State Zip Page 1 of 6 BUILDING PERMIT INFORM ION — 206 - 431 -3670 Valuation of Project (contractor's bid price): $ 90,000 Existing Building Valuation: $ Scope of Work (please provide detailed information): Non - Structural interior commercial remodel of (E) commercial tenant space in Southcenter Mall. Minor scope of work includes finishes, lighting, storefront, and casework. Electrical and Mechanical under separate permit. Will there be new rack storage? ❑ Yes 0.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: N /1)\ Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: • Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes m No If "yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H.1Appl ications\Forms- Applications On Li ne12009 Applicati ons11.2009 - Permit A ppli cation.doc Revised. 1.2009 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC Is` Floor 2,808 2,808 0 0 V-6 sprinkle! B -M 2nd Floor 3`d Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: N /1)\ Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: • Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes m No If "yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H.1Appl ications\Forms- Applications On Li ne12009 Applicati ons11.2009 - Permit A ppli cation.doc Revised. 1.2009 bh Page 2 of 6 PERMIT APPLICATION NOTW Applicable to all permits in this ap! ication 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 0 ER OR UTHORIZED AGENT: i Signature: tal QQt . Print Name: Marto Dowell c/o Miller Hayashi Architects Mailing Address: 118 N. 35th St. Suite 200 Date: 01/21/2010 Day Telephone: (206) 634 -0177 Seattle Wa 98103 City State Zip Date Application Accepted: Date Application Expires: Staff Initials: //X H:\Applications\F.orms- Applications On Line\2009 Applications \I -2009 - Permit Application.doc Revised 1 -2009 bh Page 6 of 6 PLUMBING AND GAS PIPINCliERMIT INFORMATION - 206 -43107 P UMBING AND GAS PIPING CONTRACTOR INFORMATION N Ac ((' Co any Name: Maili • Address: City State Zip Contact ' -rson: Day Telephone: Fax Number: E -Mail Ad ss: Contractor Re tration Number: Expiration Date: Valuation of Project (c ntractor's bid price): $ Scope of Work (please p vide detailed information): Building Use (per Int'l Building Co. ): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas pt ing 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 ndustrial waste treatment i erceptor, including trap an• vent, except for kitchen type _. ease 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 . 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 prote tive device other than atmos eric -type vacuum breakers o -r 2 inch (51 mm) diamet: 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 Applications\Forms- Applications On- Line12009 Appiications11,2009 :4e rmit Application doc Revised: 1 -2009 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: D10-018 Address: 261 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 01/25/2010 Applicant: FIREWORKS GALLERY Issue Date: Receipt No.: R10 -00465 Payment Amount: $1,373.90 Initials: WER Payment Date: 03/16/2010 01:00 PM User ID: 1655 Balance: $0.00 Payee: J R ABBOTT TRANSACTION LIST: Type Method Descriptio Amount Payment Check 427654 1,373.90 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES 000.322.100 STATE BUILDING SURCHARGE 640.237.114 Total: $1,373.90 1,369.40 4.50 PJY:..1ENT ED ECE doc: Receiot -06 Printed: 03 -16 -2010 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Parcel No.: 9202470010 Permit Number: D10 -018 Address: 656 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 01/25/2010 Applicant: FIREWORKS Issue Date: Receipt No.: R10 -00118 Payment Amount: $890.11 Initials: WER Payment Date: 01/25/2010 02:45 PM User ID: 1655 Balance: $1,373.90 Payee: J R ABBOTT CONSTRUCTION TRANSACTION LIST: Type Method Descriptio Amount Payment Check 426622 890.11 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 890.11 Total: $890.11 doc: Receiot -06 Printed: 01 -25 -2010 �9 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 12" 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 bto- Proje�c 1 t- /1P w Of f k J Type of Inspection', F , 'A a. f I 3 k.J I. (k Af Address ' Sty �� 11 Date Called: Special Instructions: � A 7 � Sp Date Wanted: /� —" —11 — 10 :a.� p.m. Requester: Phone No: Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: 6.0 r .9 Ark__ Inspect Date: -4 -2.'7-to $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: (Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit oio -oig� PERMIT NO. CITY OF TUKWILA BUILDING DIVISION te" 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Proj Type of Inspectio re_c, , QA (.) r r j 4,1 r ())Or - ` -v.3 I Address: '7 GI ( SC it" -if Date Called: °� re_ S J.4 ,Ale d 4r 7 A-11 -c 4 -211 —l0 Special Instructions: Date Wanted: l 6 ' 2 ` ) Requester: Phone No: — 7 ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: "r—&0 ()IC_ () D `rte p1/4,81`.r . re_c, 0 Neel 1- LA . S ikzioc--c GA s 14–e1 QA (.) r r j 4,1 r ())Or - ` -v.3 1\ ft r A-1--eA (,off A.0r °� re_ S J.4 ,Ale d 4r 7 A-11 -c 4 -211 —l0 A R Inspe tor: Date: ce4 _ ~� r / 0 ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION kECORD Retain a copy with permit D1O- 01? PERMIT NO. It (206)431 -3670 Project: P'i re x r ks (�i 1,0, r', Type of I ection: , J4 .� Address: .,2i0/ Se_ Q. d Da Called: (i . czi Special Instructions: 0.60 . �%/ ri / r 1 Date Wanted: a.m. t' e 4-1-0( p.m. Req smote /r: Phone No: �/ c2Ol4'JY - S % (pe_o . El Approved per applicable codes. Vicorrections required prior to approval. G. COMMENTS: C: iC 7 -5 Date: _ z3- )0 60.00 REINSPECTION'FEE RE( OIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd:, Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION NO' CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PE T NO. (206)431 -3670 Project: t f e. J d (4:-..S Typ f ?ion: 1 , / "" ` Address: '.(0 1 SC. --t 1 Date Called: Special Instructions: cy r`' it Date Want '�� --10 Merl' Requester: EIN4%.,, proved per applicable codes. 0 Corrections required prior to approval. (4E7 4 COMMENTS: 0 REINSPECTION ICE REQUT'RE�. Prior to inspection, fee must be at 6300 SouthcenteriBlvd., Suite 00. Call to schedule reinspection. Receipt No.: t Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION M. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 n r� Projczt: t, r e'door ICI 6 et Type of Inspection: (A--2_,‘ o Address: V4t ( 5( liAM/ Date Called: Special Instructions: Date Wanted: a.m. ' -2i '10 p.m Requester: Phone No Zo (— /.c.0 --7(4 z 'mil Approved per applicable codes. 0 Corrections required prior to approval. ES COMMENTS: at _ zl— 1t $61.00 R' INSPECTION FEE ' QUIRED. Prior to inspection, fee must be p • id at • 00 Southcenter Blvd., Suite 100. Call to schedule reinspection. Rec •1 ''o.: Date: ; n,,.o,_ ;..b _..._ INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 14 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 D/0-0/d9 Projec : ` i Type of Inspection: Address: ( Date Called: Special Instructions: Date Wanted: y -i -/O r&n.. Requester: ' Phone No: Approved per applicable codes. Corrections required prior to approval. ( COMMENTS: a /1 SS 04Vidd) ,44 fvr7-f 714/4,vesS tz7 f $ ,,.)--,- T lr Datg REINSPECTIO FEE REQUI . Prior o inspection. fee must be at 6300 Southcenter Blvd.. Su to 100. Call the schedule reinspection. Receipt No.: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISIO 6300 Souihcenter Blvd., #100, Tukwila, WA 98188 PER • (206)431 -3670 Proj ',re work Gi 4tT Type o5lu.fp ion: , r , l l AT Address: 2(01 sL ,-1 I Date Called: Special Instructions: Date Wanted: -14-0 a.m. .m Requester: Phone No: 20, -9s4 -S'76. ( NApproved per applicable codes. Corrections required prior to approval. COMMENTS: Si, SpmDe/)(i/,' _ 4jiv'w Akre,. _..L wQ - Aif'e Ins I : �1i' —�c� LI $6 n. ' ' REINSPECTION FEE 4EQUIRED. Prior o inspection, fee must be pa at 6300 Southcenter Blvd., Suite 100. C l to schedule reinspection. 'Receipt No.: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit Dio-ot8 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Project!. � Type of Inspection: Address: r / , Date Called JS r Special Instructions: Date Wanted: /.' .. Requester: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Ins t actor: Dat ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: .a... -- ....�. ,.._ INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Projec . , - i re---t,JD/ Type of Inspection: , r, �t,, A l% j) /A/5r / Address: / W 2a ( 5 - A( Date Called: Special Instructions: Date Wanted: 3 �1 g1 -I a ' a�. p.m. Requester: Phone o:6, 14'53'7 6 ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: l% j) /A/5r / ✓ /1/ A"--4,01'1,0G /)07Y9% l r- ?r,rut /Pi 44/pc-- - 4/4Ada w Inspect 0 REINSPECTION FEE REQ d at 6300 Southcenter Blvd., RED. ite Date: / 'rior to inspection, fee must be 0. Call to schedule reinspection. eipt No.: Date: 4, INSPECTION NUMBER. INSPECTION. RECORD Retain a copy with permit 00 —oil'' PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 Project: 1.0,' Lm ii..itie Type of Inspection: /l /ts-,,. )9":"),-, / v /p- Address: ZOI. 15C Suite #: 1"1 41( .01,„ Contact Person : J4, 44 / i<45i. 4-#r r , Special -Instructions: Phone No.: Approved per applicable codes. • Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: S'.5 . I Date: 9- i$4,jo . Hrs.: / . $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/x13/06 • • T.F.D. Form F.P. 113 3 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKVVILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: rife_ (4)04ies G 6 11„/ Type of Inspection: . F;•_ 1414tribri ,1,1 J ... Address: Z G / $c n mil Suite #: Contact Person: Hood & Duct: Special Instructions: Phone No.: AR, . p.. Approved per applicable codes. nCorrections required prior to approval. COMMENTS: //pii m DJ,. J4' ."ge to 4P roe ode. Needs Shift Inspection: - Date: ‘1192 31,6 o Sprinklers: Fire Alarm: •t Hood & Duct: Monitor: Pre- Fire: . Permits: Occupancy Type: Inspector: Ii s'3 . - Date: ‘1192 31,6 o 'Hrs. ! pe$80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form:Doc ;1/13/06 1 T.F.D. Form.F.P. 113 • INSPECTION RECORD Retain a copy with permit INSPECTIOINUMBER . • PERMIT NUMBERS CITY OF TUKVVILA FIRE DEPARTMENT • 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: F.-At u,ovic,' G-{ ha," e.../ Type of Inspection: -par Came Address: 1 Suite #: Contact Person: goLS . v. /2O) e- 4` 0 L Special Instructions: Phone No.: Approved per applicable codes. 111 Corrections required prior to approval: COMMENTS: d +o Cov -ev- :17;1 -' I/ +ea► -+L% ? 4 shy; -. � -;0- h) 1 Ames Needs Shift Inspection: • Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: •Inspector: k s )1: Date: i-1 -G1.- / O Hrs.: ,3- n .$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 • ° INSPECTION NUMBER • ' INSPECTION RECORD Retain a copy with permit •n_10 - - -D 'l PERMIT NUMBERS CITY OF T JKIALILA 'FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 Project: i.e iw,.k3 141 Type of Inspection: . Sp- lc eq,re!- Address: Suite #: ;s4 E IC ''a.11 Contact person: poll; e goSey 4-.r 0 Special Instructions: Phone No.: D-oC - 5fc1- ,r7c F-7 Approved per applicable codes. Corrections required_prior to approval • COMMENTS: Sprinklers: Fire Alarm: -- ..L H 3 * 4 1 i 14 4 C..m, I; v4 C-€ G-i- J i. x -1-11*.. d f- fat, 4 c i 114 e s Monitor: co 04 oc,,,JIcr% - a Occupancy Type: — . , , 1 4 v , i t -e.,491 0-g 1 ', t^Q r e s k 4 . ' J A+ _ f i A dle-• L + . . 4 i; 1 'e ,, pew - rrL.,fcw row, AIa -4 d % . Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ,..6i 1 Date: j o _ /) Hrs.: • n $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 No-01-5 ABKJ Kim( • JAcoriii Consulting Civil and Structural Engineers 800 Fifth Avenue, Suite 2500 Seattle. Washington 98104 DATE OE REPORT 23 March 2010 TO: Mr. Robert M. Robertson COMPANY: J.R. Abbott Construction TEL (206) -467 -8500 RECEDE Tel: 206.340.2255 A nrin 6d/t.1 SITE VISIT REPORT Fax: 206.340.2266 www.abkj.com REPORT NUMBER 1 DATEITIME OF VISIT: 23 March 2010 JOB NAME: Fireworks TI at Westfield Shoppingtown Special Site Visit FROM• Darren S. Johnston, P.E. JOB NUMBER: 10050.00 Note: All comments are observations and not considered inspections - Please call with any additional comments or corrections OBSERVATIONS AND CONCLUSIONS On 23 March 2010 Darren S. Johnston, P.E. from this office visited the site referenced above to perform a special structural observation site visit for the recently completed cold form metal ceiling and fascia framing installed in the future "Fireworks" store at Westfield Mall Southcenter, Tukwila, Washington. During our special site visit the following items were found to require attention: 1 One joist support clip angle was not installed. 2. Two joists to side wall track screw connections were missing fasteners. 3. One diagonal brace at the lower storefront section was missing three screws one at one end and both (two) at the other end. These items were corrected while ABKJ was on site and follow -up special review was performed immediately after completion. Therefore, with consideration of our framing design and details, our progress site visits performed on 8 March 2010 and on 17 March 2010 and the design adjustments made by ABKJ as a result of contractor requests, it is our professional opinion that to the best of our knowledge the ceiling framing and soffit framing has been acceptably completed in accordance with our design and addenda. END OF SITE VISIT REPORT Please call if you have any questions. AND /ER Darren S Johnston, P.E. Associate Principal ACOBS, INC. Copies tc IEX RE8 1W30/4C ABKJI ANDERSEN • BJORNSTAD • KANE • JACOBS Consulting Civil and Structural Engineers STRUCTURAL ENGINEERING CALCULATIONS r'- 800 Fifth Avenue, Suite 2500 Seattle, Washington 98104 1 Tel: 206.340.2255 1 Fax: 206.340.2266 l www.abkj.com Date ABKJ Project Number Volume Fireworks Tenant Improvement at Westfield Shoppingtown Ceiling and Entry Design Tukwila, WA 8 March 2010 10050.00 1 of 1 R S0 ?o1/ 1 Submitted to: REVItWED FOR CODE COMPLIA CE Ao"MOVED MAR 15 2010 City of TidMp1a 3 /g/ ?orb BUILDING DIVISION JR Abbott Construction Contact: Mr. Robert M. Robertson 3408 1st AVE South Suite 101 Seattle, WA 98134 Phone: (206)- 467 -8500 crtYRSSISLA MAR 10 2010 PERMIT' CENTER CORRECTION LTR #__2 p'o-botz ABKJII ANDERSEN • BJORNSTAD • KANE • JACOBS Consulting Civil and Structural Engineers STRUCTURAL ENGINEERING CALCULATIOna. 800 Fifth Avenue, Suite 2500 Seattle, Washington 98104 1 Tel: 206.340.2255 Fax: 206.340.2266 I www.abkj.com ,y" Date 8 March 20; ABKJ Project Number 10050.00 Volume 1 of 1 Index to Calculations and Details: Existing Member Capacity Analysis - ---- Entry Framing Analysis and Design --- ji= El -31E2 %,, -,.iri APE; Partial Plans and Structural Details --- r,, ;Dy,D9;; Dp 1-0 lle1t/ Zla B1' — B2 ' •y ABKJI ANDERSEN • BJORNSVAO • KANE • JACOBS Consulting Civil and Structural Engineers 800 Fifth Avenue, Suite.2500 Seattle,Washington 98104 PROjEc , vl/ o ,iE' k d T r wow' CE /L/.v 4 f 2 A in f,-)6 Tel: 206.340.2255 I Fax: 206340.2266 jORre / 0 0 50,00 BY a5, Tobl.ff oN www.abkj.com DATE /44A)Q '1 0 sETEfa 8//432 GGI�Gtc X /sT/-v4 o oo, 7'0 J'u - 'tnE31 .r //QD -tom /Q Ce %c. /.•�G l,, Z �'— a " �'/4 A sc. ce/c-n-► 1.4) = SPIF ZS Rfl' f /b "Jr G M Soo •/ WAuow = 331 *4. 7 W4cri'.¢'L r 300. #/ C/ak a/ 4'z- _ 300 Cz- liP'/z ._ 2s9,z• k -„ �l��sr Qg � 0 M.taot,., AiA.Cfl) 5 9, Z k " d/o /2Ac?VA -. = 3,O , <ZJ — 31 o o •#' ,QAcc.o.w 1.3 c 6 > AG*JV01z ~`' 3 6 C o D..w.S✓ Cam- 'r 6 I. 6 ; Li A- e A'DDe:p 4_e T a i• Sc,d.o!`Pe' e 1.4 4w2 td--./ H- Series • 5-295 • STANDARD LOAD TABLE OPEN WEB STEEL JOISTS, H- SERIES Allowable total safe loads in pounds per linear foot based on allowable stress of 30,000 psi v Joist Designation 14H3 14H4 14H5 14H6 14H7 16H4 16H5 16H6 _ 16H7 16148 *Depth in Inches 14 14 14 14 14 16 16 16 16 16 Resisting Moment in Inch Kips 165 212 259 307 369 221 ' 289 344 413 478 Maximum End Reaction in Pounds 3200 3500 3800 4200 4600 3800. 4300 4600 4900 5200 ••in PoApprunds oximate per WFoot eight 5.5 6.5 7.4 8.6 10.0 6.6 7.8 8.6 10.3 11.4 Span in Feet 14 457 500 543 600 657 15 427 467 507 560 613 16 400 438 475 525 575 475 538 575 613 650 17 376 412 447 494 541 447 506 541 510 612 346 18 340 389 422 467 511 422 478 511 544 578 292 354 19 305 368 400 442 484 400 453 484 516 547 248 301 364 437 399 20 275 350 380 420 460 368 430 460 490 520 212 258 312 374 435 342 413 21 249 320 362 400 438 334 410 438 467 495 183 223 270 323 375 295 357 429 22 227 292 . 345 382 418 .. 304 391 418 445 ' 473 159 194 235 281 326 257 310 373 434 23 208 267 326 365 400 279 364 400 426 452 140 - r— r-- 169 ri. 205 —.r 246 - 286 —�j 225 272 326 379 434 24 ' 191 245 300 - -r 350 383 256 334 383 408 433 123 149 181 217 251 198 239 287 _334 382 25 176 226 276 327 27 368 236 ' 308 367 392 416 109 132 160 191 222 , 175. 211 254._ 295 338 26 163 96 209 117 255 142 303 170 354 198 218 285 188 339 377 262 400 300 27 151 194 237 281 3 7 _155 pa 20 � 264 _226 _ 315 363 _ 385 86 104 127 152 176 139 168 201 234 268 28 140 180 220 261 314 188 246 293 350 371 77 94 114 136 158 124 150 181 210 240 29 175 229 273 6327 359 112 135 162 189 216 30 164 214 255 306 347 101 122 147 171 195 31 153 200 239 287 , 332 91 111 133 155 177 32 144 188 224, 269 311 83 101 121 141 161 2/e ABKJI ANDERSEN • BJORNSTAD • KANE • JACOBS Consulting Civil and Structural Engineers 800 Fifth Avenue. Suite 2500 Seattle,Washington 98104 PROJECT vV 0 1E Ac* 1 T Z WSi' susJECT _57-15A7E FR on/T p 2/4- Al/#4 4 Tel: 206.340.2255 Fax: 206.340.2266 JOBN /OO5OraO BY 1,.s .T *d /rJ5 %4V Cis.•./ i , LC e ' S■ pecrea. -( L , 8 , 1"" DC Cc, dil = .(3a fi4 o)(Z) /go# /, /041,476 = I -( -54o 4 w •/ m ~gem 140 li V 124..r- 110' RR = $80 31-0 11 www.abkj.com DATE -7 MAye /� 6 SKEIN / •mss; neo,yr 4 "x C..x ,19 GA MA..ova - /3297 -, ✓0& �m = Soo # Reway, _ 3s6. 4 < ' 4L o#%' = /7 9 g '# ✓0/4 O FLEG7/ 4;e1; 0 cm„( = 0 .� 2 5l! Ii z Vote. 5o, � ISE 4 " PP k X / 14 41/ /Sir Q G•eif 0,G, %43 ABKJI ANDERSEN • BJORNSTAD • KANE • JACOBS Consulting Civil and Structural Engineers 800 Fifth Avenue, Suite 2500 Seattie,Washington 98104 PROJECT x/,20 " //1/0 .42/4`1" % x. SODECT 57y1,2• P,:+0/4'f PI:2Ami -, 4 . 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J,, i�� f /rte 2' / o /°,A, 7 /A 1 2 0 Cc f' A n 4 /A/ AA/ %"= // b • QOn1 coo f CcNcr� - r� fc G a/' Marto Dowell Subject: FW: Fireworks TI at Westfield Shoppingtown From: Robbie Robertson [mailto:rob @JRABBOTT.com] Sent: Tuesday, March 09, 2010 10:18 AM To: marlodowell @millerhayashi.com Cc: Jennifer Stephan Subject: FW: Fireworks 11 at Westfield Shoppingtown Marto, Here's Darren's memo regarding inspections. Rob From: Darren S. Johnston [mailto:DarrenJ @abkj.com] Sent: Tuesday, March 09, 2010 9:18 AM To: Robbie Robertson Subject: Fireworks 11 at Westfield Shoppingtown Dear Robby, ABKJ will serve as special structural observer for the Fireworks Store Tenant Improvement at Westfield Shoppingtown Southcenter. We foresee the following items requiring special structural observation: • Storefront and hard -lid ceiling support framing at "pre - cover" completion. Once the above items are ready to review please call our office. Upon successful completion of these items ABKJ will issue a letter of conformance for the project. Additionally, the 1/2" diameter all- thread rods shown in our detail package may be reduced to 3/8" diameter all thread rods. Please call if you have any questions. Thanks, Darren S. Johnston, PE Associate Principal DarrenJeabki.com ABKJ Recognized for its BIM Solutions http: / /usa.autodesk.com /adsk/ servlet / item ?site) D= 123112&id= 120752508din kl D= 8397642 http: / /images. a utodesk.com /adsk/ files /good_samaritan_hospita I_successstory. pdf ABKJ Projects Currently in Design SDOT 15th Avenue NE at 105th Street Bridge: www3.cityofseattle. net / transportation /bridge_rehab_15th.htm Good Samaritan Hospital expansion: www. goodsamhealth .org /Construction.html ABKJII Andersen Bjornstad Kane Jacobs Consulting Civil and Structural Engineers 800 Fifth Avenue, Suite 2500 1 Seattle, Washington 98104 206.340.2255 phone 1 206.340.2266 fax 1 • Peter A.Opsahl Structural. Engineering, Inc. 720 Third Avenue • Suite 1611 • Seattle, WA 98104 • ph: 206.322.4518 • f: 206.322.4528 • www.paostructural.com Mt, STRUCTURAL CALCULATIONS Fireworks for FOR 1�DECOMPLIANCE Miller Hayashi APPROVED MAR 15 2010 by City of Tukwila BUILDING DIVISION Peter A Opsah l Structural Engineering Inc. February 22, 2010 CORREtTI�( � LTR#ps tiOOIB RECEIVED FEB 2 2 2010 PERMIT CENTER OCSI(�r� 1M'tv` SvP('dtt�l+.1c D44rz- -4V It r/Tivlo 1bZ 1b<<-1F o�z west CS'�''i 5'10 \5 /L.rt- Sv.t Aw61W t. l z: 2 2 IN; 3i 'C AAL CSR Z 4\ 2' �'.,-.' \I t. (.^.1713 "I-F> ,si L.1� t(( .1#%) Map 13oonon • \7 112 WIPx 06 f LiCT1 Q l e swQ`` Cc� s�ytu� � C3z a _ u VII 7 J = 2V`\ is \r\11(5 301 I\SSv vim( Ufkckvye% to' Cttwc-t a S Lp : CA" ‘&49 r 1LL c3,96 r = 11.2` OMn = C, - at (Lt-L �-] L �b ■,u ( - $,et6 (6.1.c ) 1 Peter A.Opsahl Structural Engineering, Inc. 514-19th Avenue East • Suite 0'• Seattle, WA.981j12 • 206.322.4518 • wwj p:. tructTal. com Project '1•(1,55.3 • ® Printed on 10O.d recyrlcd paper Designer Client 'Vr� Date Sheet •L':y, rcr /Cnd D\G C°"rAwS \Q' • 4-.0Alp = K KR a �y`� z 1a 1 QS ` (,5�1'� C°Nc g- 2Y2: Pitt L= 1,414•, r ,c t 002 rsr. k4.en = Q2s■G SS V wn R S g3P LPG A L Low Fort_. Four 3 i Pk \(-Av Pl4c cc ° es C, ' 4 O. Q. LCrvu -CV\ 1.2'k -rellY 12/Its • _f al- � Z ck,pn = 41,153 ?% „4-1VtS c. N6, v•1Pl►'4 SUR s���cu� e X cc A 6..4z4N wooly p�`t vK - 1, c=)( a)(Iciv2) z vo, 1"— 161 l co (5, = 4►,8vbs \ C ►.6) 7 F � Gs� 1bs a1 VSSt9 Tim u%oIJ ° noott t\ \aw GoaKsItriz •zw Pilo-klart` ('.) CxWc 1C.•. 0") I1 \ k tJ Peter A.Opsahl Structural Engineering, Inc. 514 -19th Avenue East • Suite D • Seattle, WA 98112 • 206.322.4518 • www.paostructural.com Client Lan, ‘..kmm,y,A •:a Printed on 100% recycled paper I) 'p65it1� `.115 o■s-r 2. 0 L' 1 l `CD zi Z �8 5I+ R- FirtocK e Z S 42 SOL t 5f SF 3 p Lt— r= 1 ,. .. ...% SECTION DESIGNATION: 1200S250 -68 Single INPUT PROPERTIES: Web Height = 12.000 Top Flange = 2.500 Bottom Flange = 2.500 Stiffening Lip = 0.625 Punchout Width = 1.500 Zoo b7.6d -4,ti ° \2 t1 0.0 in Steel Thickness = 0.0713 in in Inside Corner Radius = 0.1070 in in Yield Stress, Fy = 33.0 ksi in Fy With Cold -Work, Fya = 33.0 ksi in Punchout Length = 4.000 in Ceiling Solver Design Data - Simple Span Joist Span 32.00 ft. Joist Spacing 12.0 in Dead Load = 3.0 psf Deflection Limit L /360 DL Multiplied by 1.00 for Strength Checks Check Flexure Input Flexural Bracing: None Cb =1.14 Me = 1030 Ft -Lb My = 11222 Ft -Lb Mc = 1030 Ft -Lb Sc /Sf = 1.00 Mmax = 384 Ft -Lb <= Ma = 617 Ft -Lb Check Deflection Deflection Limit: L/360 Maximum Deflection = 0.100 in Deflection Ratio = U3835 Check Shear Vmax = 48 Ib (Including Flexural Load Multiplier) Shear capacity not reduced for punchouts near ends of member Va = 2771 Ib >= Vmax Check Web Crippling Rmax = 48 Ib (Including Flexural Load Multiplier) Web Crippling capacity not reduced for punchouts near ends of member End Bearing Length = 1.00 in Ra = 547 Ib >= Rmax, stiffeners not required - Me <= 0.56 My Peter A.Opsahl Structural Engineering, Inc. 514 -19th Avenue East • Suite D • Seattle, .WA 98112 • 206.322.4518 • www.paostructurat.com Project : -0 printed on WM recycled paper Designer R CUent Iils'LU.�RyL 444A '/ Date Z11 g 2 0 10 Sheet 1;41', ("eel,' www.hllti.us Company: Specifier: Address: Phone I Fax: E -Mail: PROFIS Anchor 2.0.6 PAO Structural - I - Page: 1 Project: Fireworks Sub - Project I Pos. No.: Date: 2/22/2010 Specifier's comments: 1. Input data Anchor type and diameter: Kw lk Bolt TZ CS, 318 (2) Effective embedment depth: h„ = 2.000 in. Material: Carbon Steel Evaluation Service Report:: ESR 1917 Issued I Valid: 9/1/2007 1 9/1/2009 Proof: design method ACI 318 / AC 193 Stand -off installation: e, = 0.000 in. (no stand -off); t = 0.500 in. Anchor plate: Custom; f„ = 35998 psi; 1, x I, x t = 9.000 x 5.000 x 0.500 in. (Recommended plate thickness: not calculated) Profile Round HSS, Steel pipe (AISC); (L x W x T) = 2.880 in. x 2.880 in. x 0.203 In. Base material: cracked concrete , 2500, f' = 2500 psi; h = 5.000 in. Reinforcement: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Geometry [In.) 0 0 0 of y t =0.500 x h,,,,=2.625 6.000 Loading [lb, in. -114 Governing loads N =0 • Mv. 0.000 V„ = 2000 M,, = 0.000 V, =0 M, = 0.000 Governing loads (Load case 1) N 0 V 0 V, 2000 M, 0.000 M, 0.000 M, 0.000 Eccentricity (structural section) [in.] e, = 0.000; e, = 0.000 Seismic loads (cracked concrete assumed; categories C, D, E, or F): yes Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c) 2003 -2009 Hil9 AG, FL -9494 Schaan Hilti is a registered Trademark of Hilg AG, Schwan www.hllti.us Company: Specifier: Address: Phone I Fax: E -Mail: PAO Structural PROFIS Anchor 2.0.6 Page: 2 Project: Fireworks Sub - Project I Pos. No.: Date: 2/22/2010 2. Load case /Resulting anchor forces Load case (governing): Anchor reactions [lb] Tension force: ( +Tension, - Compression) Anchor Tension force Shear force Shear force x Shear force y 1 0 500 0 500 2 0 500 0 500 3 0 500 0 500 4 0 500 0 500 max. concrete compressive strain [%o]: 0.08 max: concrete compressive stress [psi]: 0 resulting tension force in (x/y)= (0.000/0.000) [Ib]: 0 resulting compression force in (xty) =(010) [Ib]: 0 3. Tension Toad Proof Load N. [Ib] Capacity 4N„ [Ib] Utilization p„ [ %] = N„ /�N Status Steel Strength* N/A N/A N/A N/A Pullout Strength* N/A N/A N/A N/A Concrete Breakout Strength** N/A N/A N/A WA * most unfavorable anchor "anchor group (anchors in tension) 4. Shear Toad Proof Load V. [Ib] Capacity 4V„ [Ib] Utilization p„ [ %] = Vwl4Vn Status Steel Strength` 500 1099 45 OK Steel failure (with lever arm)* N/A N/A N/A N/A Pryout Strength"' . 2000 3786 53 . OK Concrete edge failure in direction ** N/A N/A N/A N/A most unfavorable anchor * *anchor group (relevant anchors) Steel Strength V. [Ib) (V. [Ib] V. [Ib] 2255 0.650 0.750 1099 500 Input data and results must he checked for agreement with the existing conditions and for plausibility) PRQFIS Anchor ( c) 2003 -2009 Hilti AG, FL -9494 Schaan Hilt' Is a registered Trademark of Hilti AG, Scheer www.hilti.us Company: Specifier: Address: Phone I Fax: E -Mail: PROFIS Anchor 2.0.6 PAO Structural Page: 3 Project: Fireworks Sub - Project I Pos. No.: Date: 2/22/2010 Pryout Strength C k4, 108.00 36.00 1.000 ea,, [in.] W..2.“ Wb.e Borth 0.000 1.000 0.000 1.000 1.000 1.000 0.000 N, [Ib] 0 [Ib] V„ [Ib] 2404 0.700 0.750 3786 2000 5. Allowable Stress Design (Refer to ICC -ES Evaluation Service Report) single anchor relevant (tension): relevant to a single anchor (shear) Tension [lb] Shear [Ib] Including excluding including excluding Reference for load seismic . seismic seismic seismic AC1318 Section D.4.4 0 3442 ACI318 Section D.4.5 0 3155 R = R, / lz - T/T.m Aso + VN.m,.rsc <= 1.2 6. Proof of the transmission of the anchor loads to the supports Transmission of the anchor loads into the concrete Checking the transfer of loads into the base is required In accordance with ACI3181 Shear resistance of base material Shear resistance of the base material must be checked according to relevant approval or standard! 7. Warnings Condition A applies where the potential concrete failure surfaces are crossed by supplementary reinforcement proportioned to tie the potential concrete failure prism into the structural member. Condition B applies where such supplementary reinforcement is not provided, or where pullout or pryout strength governs. IBC 2006, Section 1908.1.16, requires that the goveming design strength of an anchor or group of anchors be limited by ductile steel failure, If this is NOT the case, ACI 318 -D Section D.3.3.5 requires that the attachment that the anchor is connecting to the structure shall be designed so that the attachment will undergo ductile yielding at a load level corresponding to anchor forces no greater than the design strength of anchors specified in ACI 318 -D section D.3.3.3, or the minimum design strength of the anchors shall be at least 2.5 times the factored forces transmitted by the attachment. Refer to the manufacturer's product literature for cleaning and installation instructions. Fastening meets the design criteria! Input data and results must be checked for agreement with the ewsting conditions and for plausibility! PROFIS Anchor (c) 2003 -2009 Hilli AG, FL -9494 Schoen Htle is a registered Trademark of Hilti AG, Schoen www.hilti.us Company: Specifier: Address: Phone I Fax: E -Mail: PAO Structural Page: Project: Sub - Project I Pos. No.: Date: PROFIS Anchor 2.0.6 4 Fireworks 2/22/2010 S. Installation data Anchor plate, steel: Custom; f„ = 35998 psi Profile: Round HSS, Steel pipe (AISC), 2.880 in. x 2.880 in. x 0.203 in. Hole diameter in the fixture: d, = 0.438 in. Plate thickness (input): 0.500 in. Recommended plate thickness: not calculated Coordinates Anchor [in.] Anchor x y 1 -3.000 -1.500 2 3.000 -1.500 3 -3.000 1.500 4 3.000 1.500 0 3 O Anchor type and diameter: Kwik Bolt TZ - CS, 3/8 (2) Installation torque: 300.000 in.-lb Hole diameter in the base material: 0.375 in. Hole depth in the base material: 2.625 in. Minimum thickness of the base material: 5.000 in. O O O O 4 0 00 (Ni x 2 O O O 0 0 in N 1.5000 1.5000 4.5000 4.5000 c. c„ cw Input data and results must be checked for agreement with the exisUng conditions and for plausibility! PROFIS Anchor ( c ) 2003 -2009 Hilti AG, FL -9494 Schaan Hilt] is a registered Trademark of HiIU AG, Schaan -r .• 1 i ic3 Z.12(,) 4�c.rt Z (,191 • 3z' 47 E::11cc Z Peter A.Opsahl Structural Engineering, Inc. 514 -19th Avenue East • Suite D • Seattle, WA 98112 • 206.322.4518 • www.paostructural.com Project c \aT (. \& , ® Printed on 100% recycled paper Designer Client Date Sheet 212,7,110 tcLA4 N-41(2-12Q, Sic- ��T;A\L gyv.1, 3` C'1._f �- gq Peter A.Opsahl Structural Engineering, Inc. 514-19th Avenue East • Suite D • Seattle, WA 98112 • 206.322.4518 • www.paostructural.com Project \(%Guu 04114r,_.5 ® Printed on tOA recycled paper Designer ? `� Client UkVtA1" K[I t/ANS%V•F Date 71,2/2,11t1 Sheet °' 2006 Washington State Nonresidential Energy Code Compliance Form Project Summary PRJ -SUM 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Info Project Address Fireworks Date 1/22/2010 656 Sout:hcenter Mall For Building Department Use Tukwila, WA 98188 Applicant Name: Mario Dowell, Miller Hayashi Architects Applicant Address: 118 N. 35th St. Suite 200, Seattle WA 98103 Applicant Phone: 206 -634 -0177 REVIEWED FOR CODE APPROVED MAR 15 2010 BUILDING DIVISION tto-o18 RECEIVED JAN 252010 PERMIT CENTER 2006 Washington State Nonresidential Energy Code Compliance Form interior Lighting Summary LTG -INT 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Info Project Address Fireworks Date 1/22/2010 656 Southcenter Mall For Building Department Use Tukwila, WA 98188 Applicant Name: Marlo Dowell, Miller Hayashi Architects Applicant Address: 118 N. 35th st. Suite 200, Seattle WA 98103 Applicant Phone: 206 - 634 -0177 Project Description ❑ New Building ❑ Addition n Alteration [ Plans Included Indicate controls (Sections 1513) including commissioning requirements on plans. Compliance Option 0 Prescriptive ® Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Maximum Allowed Lighting Wattage Location (floor /room no.) Occupancy Description Allowed Watts per ft2 •• Area in ft2 Allowed x Area Sales 101 Sales Floor area lit by track fixtures 3.00 1926.0 5778.0 Cash Wrap 102 Cash Wrap lit by specialty pendant fixtures 1.50 200.0 300.0 Sales 101 TIC single circuit track w/ 5AMP current limiting device 1 600.0 600.0 ** From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 6078.0 Proposed Lighting Wattage Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Sales 101 T1A single circuit track w/ 14AMP current limiting device 1 1680.0 1680.0 Sales 101 T1H single circuit track w/ 14AMP current limiting device 1 1680.0 1680.0 Sales 101 TIC single circuit track w/ 5AMP current limiting device 1 600.0 600.0 Sales 101 T1D single circuit track w/ 7.5AMP current limiting device 1 900.0 900.0 Sales 101 TIE single circuit track w/ 5AMP current limiting device 1 600.0 600.0 Sales 101 T1F single circuit track w/ 2.5AMP current limiting device 1 300.0 300.0 Cash Wrap 102 P1 100 watt custom specialty pendant fixtures 3 100.0 300.0 Sales A 39 watt adjustable beam ceramic metal halide trackhead 45.0 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 6060.0 Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T -8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts /Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. For track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts /Fixture blank. 2006 Washington State Nonresidential Energy Code Compliance Form Interior Lighting Summary (back) LTG -INT 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Prescriptive Spaces Occupancy: 0 Warehouses, storage areas or aircraft storage hangers *Other Q ualification Checklist Note: If is occupancy eed type is u "Other" of and Pies in 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 ) P } or louvers, c) 5 -60 watt T -1, T -2, T-4, T -5, T -8 lamps, and d) hard -wired elec- tronic dimming ballasts. Screw -in compact fluorescent fixtures do not qualify. 2. Metal Halide with a) reflector b) ceramic MH lamps <= 150w c) electronic ballasts 3. LED lights. TABLE 15 -1 Unit Lighting Power Allowance (LPA Use' LPA` (W /sf) Use' LPA` (Wlsf) 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 /bars5 1.3 Post office 1.1 Dormitory 1.0 Retain'', 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 hall '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 lobbies5 (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 Tess 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 toumament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is 2.60 W /ft2. 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three - quarter- height partitions (transparent or opaque). and lighting for free - standing display where the lighting moves with the display are exempt. An additional 1.5 w /ft2 of merchandise display luminaires are exempt provided that they comply with all three of the following: a) located on ceiling- mounted track or directly on or recessed into the ceiling itself (not on the wall). b) adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). c) fitted with LED, tungsten halogen, fluorescent, or high intensity discharge lamps. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. 2006 Washington State Nonresidential Energy Code Compliance Form exterior Lighting Summary LTG -EXT 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Info Proj Addres Fireworks Date 1/22/2010 656 Southcenter Mall For Building Department Use Tukwila, WA 98188 Name: Marto Dowell, Miller Hayashi Architects Appl. Name 118 N. 35th St. Suite 200, Seattle WA 98103 Appl. Phone 206- 634 -0177 Project Description ❑ Plans Included requirements. ❑ New ❑ Addition 0 Alteration Refer to WSEC Section 1513 for controls and commissioning Compliance Option 0 Lighting Power Allowance 0 Systems Analysis Building Grounds (luminaires > 100 Watts) ❑ Efficacy > 60 lumens/W ❑ Controlled by motion Sensor ❑ Exemption (list) Alteration Exceptions (check appropriate box - sec. 1132.3) ' No changes are being made to the lighting ❑ Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Tradable Maximum Allowed Lighting Wattage Tradable Locations Description Allowed Watts per ft2 or per If Area (ft2), perimeter (If) or # of items Allowed Watts x ft2 (or x If) Tradable Proposed Lighting Wattage Total Allowed Watts Use mfgr listed maximum input wattage. For fixtures with hard -w'red ballasts only, the default table in the NREC Technical Reference Manual may also be used. Location Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Total Proposed Watts may not exceed Total Allowed Watts for Exterior Non - Tradable Maximum Allowed Lighting Wattage Total Proposed Watts Non- Tradable Locations Description Allowed Watts per ft2 or per If Area (ft2), perimeter (If) or # of items Allowed Watts x ft2 (or x If) Non - Tradable Proposed Lighting Wattage Location Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Proposed Watts may not exceed Allowed Watts for Category 2006 Washington State Nonresidential Energy Code Compliance Form Exterior Lighting Summary (back) LTG -EXT 2006 Washington State Nonresidential Energy Code Compliance Forms TABLE 15 -2 LIGHTING POWER DENSITIES FOR BUILDING EXTERIORS Revised July 2007 Tradable Surfaces (Lighting power densities for uncovered parking areas, building grounds, building entrances and exits, canopies and overhangs and outdoor sales areas may be traded.) Uncovered Parking Areas Parking lots and drives 0.15 W /ft2 Building Grounds Walkways less than 10 feet wide 1.0 W/linear foot Walkways 10 feet wide or greater Plaza areas Special feature areas 0.2W /ft2 Stairways 1.0 W /ft2 Building Entrances and Exits Main entries 30 W /linear foot of door width Other doors 20 W /linear foot of door width Canopies and Overhangs Canopies (free standing and attached and overhangs) 1.25 W /ft2 Outdoor Sales Open areas (including vehicle sales lots) 0.5 W /ft2 Street frontage for vehicle sales lots in addition to `open area" allowance 20 W /linear foot Non - Tradable Surfaces (Lighting power density calculations for the following applications can be used only for the specific application and cannot be traded c btwoe surfaces or with other exterior lighting. The following allowances are in addition to any allowance otherwise permitted in the "Tradable Surfaces" section of this table.) Building Facades 0.2 W /ft2 for each illuminated wall or surface or 5.0W /linear foot for each illuminated wall or surface length Automated teller machines and night depositories 270 W per location plus 90 W per additional ATM per location Entrances and gatehouse inspection stations at guarded facilities z 1.25 W/ft2 of uncovered area (covered areas are included in the "Canopies and Overhangs" section of "Tradable Surfaces") Loading areas for law enforcement, fire, ambulance and other emergency service vehicles 0.5 W /ft2 of uncovered area (covered areas are included in the "Canopies and Overhangs" section of "Tradable Surfaces ") Material handling and associated storage 0.5 W /ft2 Drive -up windows at fast food restaurants 400W per drive - through Parking near 24 -hour retail entrances 800 W per main entry 2006 Washington State Nonresidential Energy Code Compliance Form Lighting Power Allowance Adjustments LTG -LPA 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address Fireworks Date 1/22/2010 Use this form if you are claiming any ceiling height adjustments for your Lighting Power Allowances for interior lighting. The Occupancy Description should agree with the "Use" listed on Code Table 15 -1. Identify the appropriate Ceiling Height Limit (9 feet, 12 feet or 20 feet) on which the adjustment is based. The Adjusted LPA is calculated from this number and from the Allowed Watts per ft2. Carry the Adjusted LPA to the corresponding "Allowed Watts per ft2" location on LTG -SUM. Adjusted Lighting Power Allowances (Interior) Location (floor /room no.) Occupancy Description Allowed Watts per ft2 ** Ceiling Height for this room Ceiling Height limit for this exception ** Adjusted LPA Watts per ft2 Sales 101 Per 15 -1 exception 10 a, b, c - Retail Sales -Areas lit by track lighting for an additional 1.5 W /sf 3.00 10' -6" 3.00 ** From Table 15 -1 based on exceptions listed in footnotes 2006 Washington State Nonresidential Energy Code Compliance Form ighting, 2006 Washington State Motor, and Transformer Permit Plans LTG -CHK Checklist Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address Fireworks (Date 1/22/2010 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the 2006 Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) . a. 1513.1 Local control /access Schedule with type, indicate locations . a . 1513.2 Area controls Maximum limit per switch . a . 1513.3 Daylight zone control Schedule with type and features, indicate locations . a . vertical glazing Indicate vertical glazing on plans . a. overhead glazing Indicate overhead glazing on plans .a. 1513.4 Display /exhib /special Indicate separate controls 1513.5 Exterior shut -off Schedule with type and features, indicate location • a. (a) timer w /backup Indicate location .a. (b) photocell. Indicate location 1513.6 Inter. auto shut -off Indicate location . a. 1513.6.1 (a) occup. sensors Schedule with type and locations . a. 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans . a. 1513.7 Commissioning Indicate requirements for lighting controls commissioning EXIT SIGNS (Section 1514) 1514 IMax. watts 'Indicate watts for each exit sign I I LIGHTING POWER ALLOWANCE (Section 1530 -1532) yes 1531 Interior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture . a . 1532 Exterior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture MOTORS (Section 1511) . a. I 1511 IElec motor efficiency IMECH -MOT or Equipment Schedule with hp, rpm, efficiency TRANSFORMERS (Section 1540) • a. I 1540 (Transformers 'Indicate size and efficiency I I If "no" is circled for any question, provide explanation: 2006 Washin•ton State Nonresidential Ener• Code Com•liance Form Lighting, Motor, and Transformer Permit Plans Checklist LTG -CHK 2008 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Lighting - General Requirements 1513 Lighting Controls: Lighting, including exempt lighting in Section 1512, shall comply with this section. Where occupancy sensors are cited, they shall have the features listed in Section 1513.6.1. Where automatic time switches are cited, they shall have the features listed in Section 1513.6.2. 1513.1 Local Control and Accessibility: Each space, enclosed by walls or ceiling- height partitions, shall be provided with lighting controls located within that space. The lighting controls, whether one or more, shall be capable of turning off all lights within the space. The controls shall be readily accessible, at the point of entry/exit, to personnel occupying or using the space. EXCEPTIONS: The following lighting controls may be centralized in remote locations' 1. Lighting controls for spaces which must be used as a whole. 2. Automatic controls. 3. Controls requiring trained operators. 4. Controls for safety hazards and security. 1513.2 Area Controls: The maximum lighting power that may be controlled from a single switch or automatic control shall not exceed that which is provided by a 20 ampere circuit loaded to not more than 80 %. A master control may be installed provided the individual switches retain their capability to function independently. Circuit breakers may not be used as the sole means of switching. EXCEPTIONS: 1. Industrial or manufacturing process areas, as may be required for production. 2. Areas less than 5% of the building footprint for footprints over 100,000 ft2. 1513.3 Daylight Zone Control: All daylighted zones, as defined in Chapter 2, both under overhead glazing and adjacent to vertical glazing, shall be provided with individual controls, or daylight- or occupant- sensing automatic controls, which control the lights independent of general area lighting. Contiguous daylight zones adjacent to vertical glazing are allowed to be controlled by a single controlling device provided that they do not include zones facing more than two adjacent cardinal orientations (i.e. north, east, south, west). Daylight zones under overhead glazing more than 15 feet from the perimeter shall be controlled separately from daylight zones adjacent to vertical glazing. EXCEPTION: Daylight spaces enclosed by walls or ceiling height partitions and containing 2 or fewer light fixtures are not required to have a separate switch for general area lighting. 1513.4 Display, Exhibition and Specialty Lighting Controls: All display, exhibition or specialty lighting shall be controlled independently of general area lighting. 1513.5 Automatic Shut -off Controls, Exterior: Lighting for all exterior applications shall have automatic controls capable of turning off exterior lighting when sufficient daylight is available or when the lighting is not required during nighttime hours. Lighting not designated for dusk -to -dawn operation shall be controlled by either: a. A combination of a photosensor and a time switch; or b. An astronomical time switch. Lighting designated for dusk -to -dawn operation shall be controlled by an astronomical time switch or photosensor. All time switches shall be capable of retaining programming and the time setting during loss of power for a period of at least 10 hours. EXCEPTION: Lighting for covered vehicle entrances or exits from buildings or parking structures where required for safety, security, or eye adaptation. 1513.6 Automatic Shut -Off Controls, Interior: Buildings greater than 5,000 ft2 and all school classrooms shall be equipped with separate automatic controls to shut off the lighting during unoccupied hours. Within these buildings, all office areas less than 300 ft2 enclosed by walls or ceiling - height partitions, and all meeting and conference rooms, and all school classrooms, shall be equipped with occupancy sensors that comply with Section 1513.6.1. For other spaces, automatic controls may be an occupancy sensor, time switch or other device capable of automatically shutting off lighting. EXCEPTIONS: 1. Areas that must be continuously illuminated (e.g., 24 -hour convenience stores), or illuminated in a manner requiring manual operation of the lighting. 2. Emergency lighting systems. 3. Switching for industrial or manufacturing process facilities as may be required for production. 4. Hospitals and laboratory spaces. 5. Areas in which medical or dental tasks are performed are exempt from the occupancy sensor requirement. 1513.6.1 Occupancy Sensors: Occupancy sensors shall be capable of automatically turning off all the lights in an area, no more than 30 minutes after the area has been vacated. Light fixtures controlled by occupancy sensors shall have a wall- mounted, manual switch capable of turning off lights when the space is occupied. EXCEPTION: Occupancy sensors in stairwells are allowed to have two step lighting (high -light and low- light) provided the control fails in the high -light position. 1513.6.2 Automatic Time Switches: Automatic time switches shall have a minimum 7 day clock and be capable of being set for 7 different day types per week and incorporate an automatic holiday "shut -off' feature, which turns off all loads for at least 24 hours and then resumes normally scheduled operations. Automatic time switches shall also have program back -up capabilities, which prevent the loss of program and time settings for at least 10 hours, if power is interrupted. Automatic time switches shall incorporate an over -ride switching device which: a. is readily accessible; b. is located so that a person using the device can see the lights or the areas controlled by the switch, or so that the area being illuminated is annunciated; c. is manually operated; d. allows the lighting to remain on for no more than 2 hours when an over -ride is initiated; and e. controls an area not exceeding 5,000 ft2 or 5% of the building footprint for footprints over 100,000 ft2, whichever is greater. 1513.7 Commissioning Requirements: For lighting controls which include daylight or occupant sensing automatic controls, automatic shut -off controls, occupancy sensors, or automatic time switches, the lighting controls shall be tested to ensure that control devices, components, equipment and systems are calibrated, adjusted and operate in accordance with approved plans and specifications. Sequences of operation shall be functionally tested to ensure they operate in accordance with approved plans and specifications. A complete report of test procedures and results shall be prepared and filed with the owner. Drawing notes shall require commissioning in accordance with this paragraph. 1514 Exit Signs: Exit signs shall have an input power demand of 5 Watts or Tess per sign. Motors - General Requirements 1511 Electric Motors: All permanently wired polyphase motors of 1 hp or more, which are not part of an HVAC system, shall comply with Section 1437. EXCEPTIONS: 1. Motors that are an integral part of specialized process equipment. 2. Where the motor is integral to a listed piece of equipment for which no complying motor has been approved. Transformers - General Requirements SECTION 1540 — TRANSFORMERS The minimum efficiency of a low voltage dry-type distribution transformer shall be the Class I Efficiency Levels for distribution transformers specified in Table 4 -2 of the "Guide for Determining Energy Efficiency for Distribution Transformers" published by the National Electrical Manufacturers Association (NEMA TP -1- 2002). • 1 Miller Hayashi Architects LLc 118 N. 35th St. Suite 200 Seattle, WA 98103 T 206 634 0177 F 206 634 0167 millerhayashi. com 10 March 2010 Project #D10 -018 Fireworks Gallery re: Building Division Corrections #2 Dear Mr. Johannessen, Thank you for your review of the project at 261 Southcenter Mall 1. The revised plan (sheet A3.0) shows ceiling joists added to the plan and some connections are not shown or indicated in the calculations. The structural calculations need additional clarification with additional details provided on the architectural plans that included what is shown in the structural calculations with the following items: a. Provide structural calculations with details for the ledger supporting the new ceiling joist. Response: On Sheet A3.0 the framing has been clarified and detail call -outs refer to the attached structural details and calculations. b. A wall is shown to be connected from the new ceiling to the existing roof structure above. Provide calculations for the existing roof structure sufficient to handle the additional load of the new wall. Included all framing members' connection details for that wall to existing roof and to new ceiling; indentify all materials for that wall construction. Response: On Sheet A3.0 the framing has been clarified and detail call -outs refer to the attached structural details and calculations. c. A portion of the storefront ceiling is shown to extend out beyond the wall away from the curvature (east portion). Additional details shall be required to show framing with some type of diagonal framing members for that ceiling overhang. Response: On Sheet A3.0 the framing has been clarified and detail call -outs refer to the attached structural details and calculations. d. Provide a quality control inspection table specifying "special Inspections" require for this project (IBC Chapter 17). Response: ABKJ will serve as special structural observer for the Fireworks Store Tenant Improvement, and items requiring special structural observation per note on sheet A3.0. 0918 -FWSC Permit Corrections Response letter 2.doc . • 2. Provide an elevation view of the storefront that identifies the door opening and the stationary glazing. Full height storefront glazing, where one or more sides of any pane of glass are not firmly supported or are subject to unusual Toad conditions that glazing shall require detailed construction documents with shop drawings and analysis specifically detailing the installation. Typically where the glazed edges adjacent to other glazing having no vertical supports are provided with glazing clips. If applicable please provided a design for any unsupported glass panel edges (IBC 2403.2 & 2403.3) Response: On sheet A4.0, the call -outs requested have been revised and updated. Glazing clips are now shown for all portions of fixed glazing. Drawing now clearly designates which portion of the storefront is fixed glazing and which portion will be operable. Drawing 2/A4.0, Storefront Elevation has been enlarged for better detail, and drawing 1/A4.0, Storefront Plan Detail has been added for clarity. GENERAL UPDATES: 3. Overhead track storefront system has been replaced by a rolling floor track system, thus affecting the structural requirements of the storefront header. Please refer to sheet A 7.2 for the updated storefront details and attached Structural Drawings and Calculations which account for the lateral support of storefront and door system. Thank you for your review of the project. l.� Sincerely, Marlo Dowell Miller Hayashi Architects 0918 -FWSC Permit Corrections Response letter 2.doc • ity s r lla Jim Haggerton, Mayor Department of Community Development February 25, 2010 Marlo Dowell Miller Hayashi Architects 118 N 35th St Suite 200 Seattle, WA 98103 RE: Correction Letter #2 Development Permit Application Number D10 -018 Fireworks Gallery — 261 Southcenter Mall Jack Pace, Director Dear Ms. Dowell, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 - 433 -7163 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, c---i-P •-,,,,,,„1,- Bill Rambo Permit Technician encl File No. D10 -018 W:\Pennit Center\Correction Letters\2010\D10 -018 Correction Letter #2.DOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • • Tukwila Building Division Allen Johainnessen, Plan Examiner Building Division Review Memo Date: February 25, 2010 Project Name: Fireworks Gallery Permit #: D10 -018 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The revised plan (sheet A3.0) shows ceiling joist added to the plan and some connections are not shown or indicated in the calculations. The structural calculations need additional clarification with additional details provided on architectural plans that include what is shown in the structural calculations with the following items. a. Provide structural calculations with details for the ledger supporting the new ceiling joist. b. A wall is shown to be connected from the new ceiling to the existing roof structure above. Provide calculations for the existing roof structure sufficient to handle the additional load of the new wall. Included all framing members' connection details for that wall to existing roof and new ceiling; identify all materials for that wall construction. c. A portion of the storefront ceiling is show to extend out beyond the wall away from the curvature (east portion). Additional details shall be required to show framing with some type of diagonal framing members for that ceiling overhang. d. Provide a quality control inspection table specifying "Special Inspections" required for this project. (IBC Chapter 17) 2. Provide an elevation view of the storefront that identifies the door opening and the stationary glazing. Full height storefront glazing, where one or more sides of any pane of glass are not firmly supported, or are subject to unusual load conditions, that glazing shall require detailed construction documents with shop drawings and analysis specifically detailing the installation. Typically where the glazed edges adjacent to other glazing having no vertical supports, are provided with glazing clips. If applicable lease provide a design for any unsupported glass panel edges. (IBC 2403.2 & 2403.3) Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. Miller Hayashi Architects LLc 118 N. 35th St. Suite 200 Seattle, WA 98103 T 206 634 0177 F 206 634 0167 millerhayashi.com 16 February 2010 Project #D10 -018 re: Building Division Corrections Dear Mr. Dave Larson, Thank you for your review of the project at 261 Southcenter Mall 1. Please show emergency lighting complying with section 1006.3 and 1006.4 of the IBC. This emergency lighting will need to light up the aisle used as the means of egress path. This path will need to run continuous from the front to rear exit. Response: On sheet A2.3 the call -outs requested have been revised and updated. The sheet now reflects to provide battery pack emergency kits for all lighting necessary to provide 1 foot candle of light along entire path of egress. 2. Please provide structural details and plans for the hard lid ceiling area at the front of the store and the storefront. Include sizes and gauges of framing members, connections of framing members to the existing structure and at connections of the new framing. Response: On Sheet A2.3 and A3.0 the soffit joist framing and structural steel beam have been revised, drawn, and called out. Please refer to structural attachment for specific engineered design calcuations and connection details. Thank you for your review of the project. Sincerely, Marto Dowell Miller Hayashi Architects CORRECTION 0918 -FWSC Permit Corrections Response letter.doc t,00'9 ECEIVE FEB 2 2 2010 PERMIT CENTER r • City of Tdd Jim Haggerton, Mayor Department of Community Development February 2, 2010 Mario Dowell Miller Hayashi Architects 118 N 35th St Suite 200 Seattle, WA 98103 RE: Correction Letter #1 Development Permit Application Number D10 -018 Fireworks Gallery — 261 Southcenter Mall Jack Pace, Director Dear Ms. Dowell, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Dave Larson at 206 - 431 -3678 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, >:112 Bill Rambo Permit Technician encl File No. D10 -018 W:\Permit Center\Correction Letters\2010\D10 -018 Correction Letter tII.DOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Tukwila Building Division Dave Larson, Senior Plan Examiner Building Division Review Memo Date: January 26, 2010 Project Name: Fireworks Gallery Permit #: D10 -018 Plan Review: Dave Larson, Senior Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Please show emergency lighting complying with section 1006.3 and 1006.4 of the IBC. This emergency lighting will need to light up the aisle used as the means of egress path. This path will need to run continuous from the front to rear exit. 2. Please provide structural details and plans for the hard ceiling area at the front of the store and the storefront. Include sizes and gauges of framing members, connections of framing members to the existing structure and at connections of the new framing. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. • /gERWIi! GOON COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -018 PROJECT NAME: FIREWORKS GALLERY SITE ADDRESS: 261 SOUTHCENTER MALL DATE: 03/10/10 Original Plan Submittal X Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: � 6 taildin iv�slon Public Works 1 Fire Prevention Structural 111 Planning Division ❑ ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete l DUE DATE: 03/11/10 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Building Please Route It REVIEWER'S INITIALS: Structural Review Required ❑ No further Review Required ❑ DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 04/08/10 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 • • P_, PLAN R VIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -018 DATE: 02 -22 -10 PROJECT NAME: FIREWORKS GALLERY SITE ADDRESS: 261 SOUTHCENTER MALL Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENT •\ Building l'vision Public Works n 0 Fire Prevention Structural Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete n DUE DATE: 02-23-10 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: 111 No further Review Required DATE: n APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 03-23 -10 Not Approved (attach comments) Arit DATE: Permit Center Use Only 1 r l CORRECTION LETTER MAILED: _ d—J `(0 Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 • 0 PE PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -018 DATE: 01 -25 -10 PROJECT NAME: FIREWORKS GALLERY SITE ADDRESS: ~' SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEP RTM ENT : d� Building !vision ublic WorKs I0 VIYn X t c, AV+ Fire Prevention 1.1 Planning Division Structural I I Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 01 -26-10 Complete Incomplete ❑ 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: I�I Please Route Structural Review Required I I No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions n Notation: REVIEWER'S INITIALS: DUE DATE: 02 -24 -10 Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: .2-7?-16 Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 • City of Tukwila • Steven M. Mullet, Mayor Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: http: / /www.ci.tukwila.wa.us REVISION 'SUBMITTAL Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 03 /i D /ZD /b Plan Check/Permit Number: D10-018 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 2 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Fireworks Gallery Project Address: 261 Southcenter Mall Contact Person: Wit O ati Phone Number: Summary of Revision: PLEA R5 S L 7T J Sheet Number(s): _ A '3.0, A ¥, 0� A7, 2-) STM /07 l AILS 1 CAVA/GATT NS "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: • City of Tukwila • Steven M Mullet, Mayor 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 Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 02 /21- 2 2-010 Plan Check/Permit Number: D10-018 ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Fireworks Gallery Project Address: 261 Southcenter Mall Contact Person: tvtit 4O Summary of Revision: Phone Number: - • 6,11r. O177 Panov see-AM-0e) P arorge- [. -- Mr OF TUKWILA FEB 2 2 2010' Sheet Number(s): "Cloud" or highlight all areas of revision including date o revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on d- ))-- ( D \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Contractors or Tradespeople Peter Friendly Page • Page 1 of 2 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 J R Abbott Construction Inc UBI No. 600479123 Phone 2064678500 Status Active Address 3408 1St Ave S Suite 101 License No. JRABBCI022JZ Suite /Apt. License Type Construction Contractor City Seattle Effective Date 4/9/1998 State Wa Expiration Date 3/1/2012 Zip 981341805 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company icenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status FRASEI *055JP Fraser Inc Construction Contractor General Unused 4/17/1995 10/1/2001 Archived BOSLEES088CL Boller Energy Systems Construction Contractor Boiler /Steam Fit /Proc Piping Unused 2/13/1992 2/10/1996 Archived FRASEBD110JQ Fraser Boiler &Amp; Diesel Inc Construction Contractor General Unused 4/18/1989 10/1/1995 Archived JRABBCC172JD J R Abbott Const Co Inc Construction Contractor General Unused 4/4/1983 4/1/1998 Archived FRASEB *198K9 Fraser Boiler Inc Construction Contractor General Unused 5/29/1981 10/1/1989 Archived FRASEBS991KM Fraser Boiler aAmp; Ship Rpr Llc Construction Contractor General Unused 5/14/2001 10/8/2008 Expired Business Owner Information Name Role Effective Date Expiration Date Fraser, Richard H aNbsp; 01/01/1980 Fraser, Gwen F aNbsp; 01/01/1980 Abbott, John R President 04/09/1998 Abbott, Dawn E Secretary 04/09/1998 Mcgowan, John P Vice President 02/27/2002 Bond Information https://fortress.wa.gov/lni/bbip/Printaspx 03/16/2010 F625- 052 -000 (8071 DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE CCO1 JRABBCI022JZ 03/01/2010 EFFECTIVE DATE 04/09/1998 J R ABBOTT CONSTRUCTION INC PO BOX 84048 SEATTLE WA 98124 Detach And Display Certifkatc REGISTERED AS PROVIDED BY LAW ASS CONST CONT GENERAL REGIST. # EXP. DATE CCO1 JRABBCI022JZ 03/01/2010 EFFECTIVE DATE 04/09/1998 J R ABBOTT CONSTRUCTION INC PO BOX 84048 SEATTL -WL-y98124 Signatures �-- I �•-� -- ` ssued by DEPARTMENT OF LABOR AND INDUSTRIES F625- 052-000 (8/97) Please Remov And Sign Identification Card Before Placing In Billfold AB AC ACT ADJ AFF ALUM ARCH BFF BLDG BLKC BOS BTWN BUR CG CJ CL CLG CLR COL CONC CONST CONT CONTR CORR CPT CT CTR DEPT DE DIA DIM DL DN DP DR DS DWG (E) EA EB EJ EL ELEC EMER EQ EQUIP EW EXH EXP EXT ANCHOR BOLT ACOUSTICAL ACOUSTIC CEILING TILE ADJUSTABLE ABOVE FINISH FLOOR ALUMINUM ARCHITECT, ARCHITECTURAL BELOW FINISH FLOOR BUILDING BLOCKING BOTTOM OF STRUCTURE BETWEEN BUILT -UP ROOF CORNER GUARD CONTROL JOINT CENTERLINE CEILING CLEAR COLUMN CONCRETE CONSTRUCTION CONTINUOUS CONTRACTOR CORRIDOR CARPET CERAMIC TILE CENTER DEPARTMENT DRINKING FOUNTAIN DIAMETER DIMENSION DEADLOAD DOWN DIMENSION POINT DOOR DOWNSPOUT DRAWING EXISTING EAST EACH EXPANSION BOLT EXPANSION JOINT ELEVATION ELECTRICAL EMERGENCY EQUAL EQUIPMENT EACH WAY EXHAUST EXPANSION EXTERIOR F FIXTURE (LIGHT FIXTURE) FBO FURNISHED BY OWNER FD FLOOR DRAIN FE FIRE EXTINGUISHER EEC FIRE EXTINGUISHER CABINET FF FINISH FLOOR FG FINISH GRADE AN FINISH F1XT FIXTURE FLSHG FLASHING FND FOUNDATION FO FACE OF FOIC FURNISHED BY OWNER INSTALLED BY. CONTRACTOR F010 FURNISHED AND INSTALLED BY OWNER FT FOOT, FEET FTg FOOTING GA G &S GALV GC GEN GL GMT GWB GS GAUGE GLUE & SCREW GALVANIZED GENERAL CONTRACTOR GENERAL GLASS GLASS MOSAIC TILE GYPSUM BOARD GYPSUM SHEATHING H HIGH HDWD HARDWOOD HDWR HARDWARE HM HOLLOW METAL HORIZ HORIZONTAL HT HEIGHT HVAC HEATING, VENTILATION, AIR CONDmONING HWH HOT WATER HEATER ID IN INCL INSUL INT INSIDE DIAMETER INCH' INCLUDE, INCLUDING INSULATE, INSULATION INTERIOR JT JOINT KO LLAM LAV LL LN L LT LV MArL MAX MB MECH MEMB MFR MIN MISC MW N NIC NOM NTS OC OCC OD OFF OPNG OPP P- PC PERF PL PL PLAM PLAS PLYWD PNL PNT PREFAB PREFIN PT R RB RCP RD REF REINF REQD REV RM RO RP SCHED SF SHT SHTG SIM SMC SPEC SQ SSF SSTL STL STOR STN STRUCT SUSP T T &G TEL TEMP THK TO TOW TYP UNO V VB VCT VERT VEST VP W W W/ WC WC WD WDF WGP W/o WT WWF WWM SYMBOLS KNOCK OUT LONG LAMINATE, LAMINATED LAVATORY LIVE LOAD LINOLEUM LOW UGHT UGHT VALENCE MATERIAL MAXIMUM METAL BASE MECHANICAL MEMBRANE MANUFACTURER MINIMUM MISCELLANEOUS METAL MICROWAVE NORTH NOT IN CONTRACT NOMINAL NOT TO SCALE ON CENTER OCCUPANTS, OCCUPANCY OUTSIDE DIAMETER OFFICE OPENING OPPOSITE VIEW PAIN' PLUMBING FIXTURE POLYMER CEMENT PERFORATED PLATE PLASTIC LAMINATE PLASTIC LAMINATE PLASTIC PLYWOOD PANEL FAINT, PAINTED PREFABRICATED PREFINISHED PRESSURE TREATED RADIUS RUBBER BASE REFLECTED CEILING PLAN ROOF DRAIN REFER, REFERENCE REINFORCE, REINFORCED REQUIRED REVISION ROOM ROUGH OPENING RESIN PANEL SCHEDULE SQUARE FEET SHEET SHEATHING SIMILAR SUSPENDED METAL CEILING SPECIFICATION, SPECIFIED SQUARE SOLID SURFACING STAINLESS STEEL STEEL STORAGE STAIN STRUCTURAL SUSPENDED THERMOSTAT TONGUE & GROOVE TELEPHONE TEMPORARY TICK TOP OF TOP OF WALL TYPICAL UNLESS NOTED OTHERWISE VERIFY VAPOR BARRIER VINYL COMPOSmON TILE VERTICAL VESTIBULE VENEER PIASTER WIDE WATT(S) WITH WATER CLOSET WALL COVERING WOOD WOOD FLOORING WOOD GRID PANEL WITHOUT WATERPROOF WEIGHT WELDED WIRE FABRIC WELDED WIRE MESH & AND L ANGLE 0 AT C CHANNEL # NUMBER OFFICE 101 EXTERIOR ELEVATION BUILDING SECTION WALL SECTION DETAIL INTERIOR ELEVATION ROOM NAME ROOM NUMBER WINDOW TYPE DOOR NUMBER TOW ELEVATION PARTI11ON TYPE ALSO REFER TO SYMBOL LEGENDS ON DRAWING SHEETS — III — III —III PAPAW • d • :d. a .i COMPACTED EARTH SAND, GRAVEL OR CRUSHED ROCK CONCRETE • METAL MASONRY WOOD - CONTINUOUS WOOD - BLOCKING WOOD FINISH BATT INSULATION RIGID INSULATION General Notes 1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDmONS BEFORE PROCEEDING WITH WORK. CONTRACTOR SHALL REPORT ERRORS, OMISSIONS AND DISPCREPANCIES TO THE ARCHITECT IMMEDIATELY. 2. DIMENSIONS ARE SHOWN FACE OF STUD, FACE OF CONCRETE OR MASONRY, AND TO CENTERLINE OF GRID UNES, UNLESS NOTED OTHERWISE ON THE DRAWINGS. 3. ALL APPLICABLE CODES, ORDINANCES AND MIN. STRUCTURAL REQUIREMENTS TAKE PRECEDENCE OVER ALL DRAWINGS, NOTES AND SPECIFICATIONS. 4. ALL WORK TO CONFORM TO NE CURRENT VERSION OF THE INTERNATIONAL BUILDING CODE (IBC) AND AU. AMENDMENTS IN EFFECT IN THE PERMITTING JURISDICTION AT THE TIME OF PERMITTING. 5. REPETITIVE FEATURES DRAWN OR NOTED ONLY ONCE SHALL BE COMPLETELY PROVIDED AS IF DRAWN OR NOTED IN FULL. 6. THESE DRAWINGS ARE SPECIFIC TO THIS PROJECT. THESE DRAWINGS OR PORTIONS THEREOF SHALL NOT BE USED FOR OTHER PROJECTS. 7. ASBESTOS OR OTHER HAZARDOUS MATERIALS FOUND IN THE PROJECT SHALL BE MITIGATED ACCORDING TO ALL APPLICABLE STATE AND FEDERAL STANDARDS. THE OWNER OR HIS AGENT SHALL DIRECT SUCH WORK. 8. DO NOT SCALE THE DRAWINGS. THE CONTRACTOR SHALL REFER TO DIMENSIONS SHOWN ON DRAWINGS AND CONFIRM ARCHITECT OF ANY DISCREPANCIES. \-- REVIEWED L1114ONGE CODE CO ®VE® APPROVED MAR 15 2010 K City of kwda BUILDING 1VISION ' SEPARATE PERMIT REQUIRED FOR: Mechanical Electrical Plumbing Gas Piping City of Tukwila BUILDING DIVISION TUKWIIA PARKWAY SOUTHCENTER MALL NORDSTROM SEARS MACY'S SOUTHCENTER MALI. MERVYN'S FIREWORKS GALLERY SOUTHCENTER MALL SPACE A -120 LEVEL 1 OF 1, 2808 SF. JCPENNEY STRANDER BLVD Vicinity Map 1" = 200, -0" BATH & BODY WORKS 231/644 LEC THAT KITCHEN SHOP 251/652 -4. FIREWORIKS 261/656 I® I 2105/30 SALES " LEASE UNE 0 \C ERGE nni inr NATURALIZER 271/660 TALL'S CAMERA 281/664 FREIDLANDERS JEWELERS 291/668 JAMBA JUICE 507/670 THE PICTURE PEOPLE 515/672 ABERCROMBIE KIDS 535/676 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. Fireworks Gallery SOUTHCENTER Project Description MINOR, NON- STRUCTURAL TENANT IMPROVEMENT OF (E) RETAIL SPACE IN (E) MALL Owner WESTFIELD CORPORATION INC. 656 SOUTHCENTER MALL TUKWILA WASHINGTON 98188 Tenant. FIREWORKS GALLERY 3307 UTAH AVENUE SOUTH SEATTLE, WA 98134 Project Address SOUTHCENTER MALL SPACE A -261 656 SOUTHCENTER MALL TUKWILA, WASHINGTON 98188 Parcel Number 636420 - 0010 -01 Project Team Architect MILLER HAYASHI ARCHITECTS 118 N. 35th ST. SUITE 200 SEATTLE, WA 98103 206 634 0177 Mechanical DESIGN /BUILD Electrical DESIGN /BUILD Contractor JR ABBOTT CONSTRUCTION 3401 1ST AVE SOUTH, SUITE 101 SEATTLE, WA 98134 206 467 8500 Building Code Analysis APPLICABLE CODES: 2006 IBC, 2006 WASHINGTON STATE ENERGY CODE SECTION 303 OCCUPANCY :X GROUP: M (MERCANTILE) i TABLE 503 CONSTRUCTION TYPE: �/=B ( SPRINKLERED) AREA: 2808 SF, 1 STORY PER TABE 1004.1.3 OCCUPANT LOAD: SALES FLOOR: 71 STOCKROOM: 2 TOTAL 73 1 4.2.2 - MEANS OF EGRESS ARE NOT PROHIBITED TROUGH STOCKROOMS IN GROUP M OCCUPANCIES WHEN ALL THE FOLLOWING ARE MET: 1. STOCK IS OF SAME HAZARD CLASSIFCATION AS MAIN RETAIL .. NOT MORE THAN 50 PERCENT OF THE EXIT ACCES IS THROUGH STOCKROOM 3, STOCKROOM IS NOT SUBJECT FROM LOCKING ON THE EGRESS SIDE 4. THERE IS .A DEMARCATED, MINIMUM 44 INCH WIDE AISLE DEFINED BY FULL OR PARTIAL HEIGHT FIXED WALLS OR SIMILAR CONSTRUCTION THAT WILL MAINTAIN THE REQUIRED WIDTH AND LEAD DIRECTLY FROM RETAIL AREA TO THE EXIT WITHOUT OBSTRUCTIONS. PER THE ABOVE AND TABLE 1017.1 EGRESS THROUGH STOCKROOM DOES NOT HAVE TO BE 1 HR B/C (E) SPACE IS FULLY SPRINKLERED. Sheet Index A0.0 TITLE SHEET ARCHITECTURAL A1.0 DEMOLITION FLOOR PLAN & DEMOLITION RCP A2.0 FLOOR PLAN A2.2. POWER PLAN A2.3 REFLECTED CEILING PLAN & LIGHT FIXTURE SCHEDULE A3.0 BUILDING SECTIONS A4.0 STOREFRONT ELEVATION A5.0 INTERIOR ELEVATIONS A7.2 INTERIOR DETAILS FILE COPY Permit No.. 12 \ O 17 I Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Fief Copy and conditi s is a/ owledged: By :�,.,>,.1 Date: City Of T�Ikwila BUILDING DIVISION biOot8 Fireworks Southcenter Mall 656 Southcenter Mall Tukwila, WA 98188 Miller Hayashi Architects 118 North 35th St. Suite 200 Seattle, Washington 98103 Tel; 206 634 0177 Fax: 206 634 0167 ARCHITECT'S STAMP CONSULTANT CONSULTANT'S STAMP PHASE PERMIT SET DATE 02/01/10 REVISIONS SHEET TITLE RECEIVED JAN 252010 PERMIT CENTER Title Sheet SHEET NO. A0.0 © MILLER HAYASHI ARCHITECTS 0918 THAT KITCHEN REMOVE EXISTING CASEWORK EXISTING STOCK SHELVING TO REMAIN STOCK ROOM 102 (E) DOOR CHIME MOUNTED AT 72" A.F.F. REMOVE EXISTING -P, EXISTING DOOR TO REMAIN ELECTRICAL PANELS TO REMAIN REMOVE EXISTING DOOR AND HARDWARE REMOVE CORNER BUILD -OUT EXISTING 1 -HOUR WALL TO REMAIN EXISTING DOOR TO REMAIN (E) PUSH BUTTON WIRED TO BELL IN CORRIDOR AND CHIME AT (E) CASHWRAP & STOCK Demolition Floor Plan 1/4" = 1' -0" J- LEASE LINE (E) BACK DOOR CHIME MOUNTED ON WALL ABOVE CEILING SALES 101 /EXISTING PORTION OF FLOOR SAWCUT AND FILLED IN PER PRIOR TENANT REMOVE EXISTING WALL COVERINGS THROUGHOUT (UON) REMOVE EXISTING CEIUNG ACT AND LIGHTS THROUGHOUT (UON) EXISTING CEILING GRID AND SPEAKERS IN CEILING TO REMAIN REMOVE EXISTING CASEWORK (UON) REMOVE" FINISH-TIIROUGROUT (UON) REMOVE EXISTING SLATBOARD ON ALL WALLS AND COLUMNS (UON) SAW CUT AS NECESSARY TO Li PROVIDE POWER TO CASH WRAP REMOVE SLAT BOARD FROM ALL COLUMNS, TYP REMOVE EXISTING STOREFRONT TEMPORARY CONSTRUCTION BARRICADE AS REQUIRED BY LANDLORD REMOVE EXISTING 11LE FLOORING Ar // 0 io r-= L- J amINI IXISIIRPUGH11NG TO REMAIN IN BACKROOM, TYP UON (E) FAN COIL 1 APPROX LOCATION OF (E) CONDENSING UNIT ON ROOF ABOVE ALL (E) FIXTURES IN BACK ROOM TO REMAIN rr - - -- JJ NATURAUZER REMOVE ALL (E) ACT TO EXPOSE CEILING, EXISTING GRID TO REMAIN — —1 1 1 1 Demolition Reflected .Ceiling Plan 1/4" = 1' -0" 1 I I r V 1 V-7 r7 —V- — 1 I 1 r� 1I V-7 11 N 1 L____. �1 1 REMOVE ALL LIGHT FIXTURES IN SALES AREA, UON 1 J DEMOLITION NOTES: 1. THESE DRAWINGS WERE CREATED FROM INFORMATION AND DRAWINGS PREPARED BY OTHERS. EXISTING CONDI11ONS MUST BE FIELD VERIFIED PRIOR TO ANY DEMOLMON WORK. NOTIFY THE ARCHITECT IMMEDIATELY OF MY DISCREPANCIES BETWEEN CONDI11ONS SHOWN ON THE DRAWINGS AND THE EXISTING SITE CONDmONS. 2. PROTECT ALL EXISTING CONDmONS, INCLUDING FINISHES AND MATERIALS, SHOWN TO REMAIN FROM DAMAGE DURING DEMOLmON AND CONSTRUCTION. DAMAGE TO AREAS BEYOND SCOPE OF DEMOLITION IS TO BE PREPARED AT CONTRACTOR'S EXPENSE PRIOR TO FINAL PAYMENT. 3. CONTRACTOR TO TEMPORARILY. PROTECT ALL OPENINGS IN THE ROOF CAUSED BY DEMOLITION TO PREVENT WATER DAMAGE TO THE ROOF AND AREAS INSIDE THE BUILDING. 4. REMOVE ALL MECHANICAL EQUIPMENT AS REQUIRED TO ALLOW FOR SCHEDULED WORK. STORE FOR REUSE. 5. REMOVE ALL MECHANICAL DIFFUSERS AS REQUIRED TO ALLOW FOR SCHEDULED WORK. STORE FOR REUSE. EXISTING FIXTURES SHOWN ON PLANS FOR CONTRACTOR'S CONVENIENCE. CONTRACTOR TO VERIFY LOCATION, QUANTITY, CONNECTION, AND DISTRIBUTION EQUIPMENT LOCATION. . PROTECT ALL FIRE SPRINKLER LOCATIONS, MAINTAIN SYSTEM OPERATION DURING ALL PHASES OF WORK. PROTECT ALL FIRE ALARM, SIGNAL DEVICES AND DETECTORS. MAINTAIN SYSTEM OPERATION DURING ALL PHASES OF WORK. 8. PROVIDE DUST PROTECTION FOR OTHER OCCUPIED AREAS OF THE BUILDING. 9. DISPOSE OF ALL WASTE IN A LEGAL MANNER, COVER ALL LOADS. 10. CLEAN AND MAINTAIN MALL AND STREET RIGHT -OF -WAY AND ADJACENT PROPERTY FROM ALL CONSTRUCTION DEBRIS AND ASSOCIATED LITTER. 11. WHERE REQUIRED, MOVE ALL LIGHT FIXTURES, STORE FOR REUSE, DISPOSE OF PROPERLY THOSE NOT REUSED. EXISTING FIXTURES SHOWN ON DRAWINGS FOR CONTRACTOR'S .CONVENIENCE. CONTRACTOR TO VERIFY QUANTITY AND CONNECTION LOCATION. 1 1 1 1 1 1 I I I- -1 — — 1 - -1 - -1 -- 1 - -J-._ 1 T' '"'r T- I '"I 1 I I I I. I 1 I 1 1 1 1 I I ! I--- - I- -+ - -IF--7.---4--z--=-1+ — I _/ 1 1 1 1 ��� I I IL. _ I _ JI 1 — i - -I-- ir -- Pr■-.4 1 1 1 J -- -- --T - -- — —T T- -T - -7V — T— T- - - - —-- 7V - -T —T -- LA LA L, L3 LA L. L-A LA La LA LA L LA LA LA LA LA LA LA 1 k I I I 1 I I I 1 1 I I I r l I I r r-I= 1r-I _ _ =1r - - 1 1 I 1 1 1 \ I — I I I \ +.---J - -� - -41, \ 0 0 1 1 1 1 f 1 1 o= 1 1 1 I \ IL 1 _ JI I \ ( \ 1 __1 _ 1 _I__1 _ 1 1 1 1 1 1 1 I--- 1-- .I- --i 1 1 1 I 1 1 1 —•1- —I - -4— ! 1 1 I REMOVE PORTION OF ACT GRID AS REQUIRED BY NEW WORK 0 EXISTING MECHANICAL GRILLE LOCATIONS TO REMAIN, TYP I— REVIEWS F R CODE COMPLIANCE APPROVED tAN 15 2010 City of Tukwila BUILDING ING DIVISION REMOVE EXISTING OVERHEAD GRILLE AND COMPONENTS REMOVE EXISTING GWB SOFFITS OVERHEAD btOO(8 RECEIVED JAN 25 2010 PERMIT CENTER Fireworks Southcenter Mall 656 Southcenter Mall Tukwila, WA 98188 Miller Hayashi Architects 118 North 35th St, Suite 200 Seattle, Washington 98103 Tel: 206 634 0177 Fax: 206 634 0167 ARCHITECT'S STAMP 5222 REGISTERED ARC CT BRUCE . HAY HI STATE OF WASHINGTON CONSULTANT CONSULTANTS STAMP PHASE PERMIT SET DATE 02/01/10 REVISIONS SHEET TITLE Demolition Floor and Ceiling Plan SHEET NO. A1.0 0 MILLER HAYASHI ARCHITECTS 0918 (E) TRASH (E) JANITOR (E) WOMEN (E) MEN / 2' -0" THAT KITCHEN 652/251 12' -0" 6' -1" 12'-0" 6' -1" 10' -0" 1 CODE CpNIpL Nq� �E APPROVED MAR 15 2010 City BUILDING nn....,.. City of Tukwila DIVISION DOOR Floor Plan ROO 102 IXIS11N IOCK _EAINI, PA TCH, AND SHELVING TO REMAIN 6 REPAIR TO MATCH IXISIING ADJACENT \ FLOOR EASING TO REMAIN .%0 CONDMONS THROUGHOUT STOCK ROOM 2 PROVIDE 44" WIDE YELLOW PAINTED DEMARCATED PATH OF EGRESS THROUGH STOCKROOM PER 2006 IBC 32' -11 1/2" 4 -6" UNE OF ADJACENT STOREFRONT CUBBIES PATCH AND REPAIR TO MATCH ADJACENT EXISTING WHERE CORNER BUILD —OUT WAS REMOVED 1/4* = 1' -0" CUBBIES EQ SALES 101 FLOOR TO BE STAINED AND SEALED / CONCRETE THROUGHOUT SALES FLOOR TYP I EQ CUBBIES SHELVES CUBBIES TYP PULL —OUT ACCESSIBLE WORKSURFACE I — —I 1 Ili SHELVES CASH WRAP 2' -5" I FURR WALL OUT AS NECESSARY, 16' -4" �, BRING GWB ALL THE WAY TO STRUCTURE, TYP THROUGHOUT SALES AREA BACK WRAP PATCH AND REPAIR COLUMNS, FURR OUT AS NECESSARY, TYP CUBBIES 14' -0" 11 3' -8" UNE OF SOFFIT ABOVE TRA�K FOR DOORS RE¢Eb-SED INTO I F1.00R O= RED FIREWORKS LOG0. INSET INTO DISPLAY CONCRETE FLOOR ALCOVE CUBBIES 1 1 6' -0" 0 M N INNIM 12' -0N 16' -4" 1' -6 1/2" 65' -0 1/2" 5' -6" 6' -2N 10, -0" ONIEND /--�1 4' -1 10 1/4 1' -2 2" NATURAUZER 660/271 UNE OF FARTHEST ALLOWABLE EXTENSION OF STOREFRONT EXISTING MALL COLUMN POCKET IN WALL FOR SLIDING DOORS' UNE OF ADJACENT STOREFRONT EXTENSION RECEIVED JAN 25\ 2010 0 `, PERMIT CENTER- 0 MILLER HAYASHI ARCHITECTS 0918 Fireworks Southcenter Mall 656 Southcenter Mall Tukwila, WA 98188 Miller Hayashi Architects 118 North 35th St. Suite 200 Seattle, Washington 98103 Tel: 206 634 0177 Fax: 206 634 0167 ARCHITECT'S STAMP 5222 REGIST RED ARC TECT BRUCE . AYIHI STATE OF WASHINGTON CONSULTANT CONSULTANT'S STAMP PHASE PERMIT SET DATE 02/01/10 REVISIONS SHEET TITLE Floor Plan SHEET NO. (E) TRASH (E) JANITOR (E) WOMEN I (E) MEN I THAT KITCHEN 652/251 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 15 2010 City of Tukwila BUILDING DIVISION ELECTRICAL NOTES: 1. ELECTRICAL WORK IS DESIGN /BUILD THE DRAWINGS ARE SCHEMATIC /CONCEPTUAL AND ARE FOR LOCATION AND REFERENCE ONLY. 2. CONTRACTOR AND SUBCONTRACTOR RESPONSIBLE FOR PROCURING ALL TRADE PERMITS AND SHALL BE RESPONSIBLE FOR ALL LOAD CALCULATIONS AND ENERGY CALCULATIONS. 3. ALL ELECTRICAL CONDUIT SHALL BE PLACED BELOW THE SLAB, ABOVE THE CEILING OR WITHIN THE WALLS. SHOULD ANY CONDUIT REQUIRE BEING LOCATED IN A .VISIBLE LOCATION CONDUIT SHALL BE EMT TIGHT TO STRUCTURE AND LOCATION SHALL BE APPROVED BY ARCHITECT 4. COORDINATE ALL EQUIPMENT LOAD REQUIREMENTS. PROVIDE DEDICATED CIRCUITS WHERE NOTED AND WHERE THE EQUIPMENT REQUIREMENTS DICTATE. 5. EXISTING (E) LOCATIONS SHALL REMAIN AND SHALL BE FUNCTIONAL REPAIR OR REPLACE AS REQUIRED. 6. NEW OUTLETS INDICATED ONLY, ALL EXISTING TO REMAIN UNLESS NOTED OTHERWISE OR REQUIRE RELOCATION 7. OUTLETS ON OPEN WALLS AND AT WORK COUNTERS TO BE AT 18" AFF UNLESS INDICATED OTHERWISE 8. OUTLETS AT CASEWORK /CABINETS SHALL BE 44" AFF UNLESS INDICATED OTHERWISE. 9. NO OUTLET BOX SHALL BE BACK TO BACK, OUTLETS SHALL BE OFFSET. 10. PROVIDE GFI OUTLETS AT ALL LOCATIONS REQUIRED PER CODE. 11. ALL ELECTRICAL BOXES SHALL BE ONE —HOUR FIRE RATED OR SHALL BE FIRE PUTTY. 12. REUSE EXISTING ELECTRICAL SYSTEM (SWITCHES, J— BOXES, ETC) WHERE POSSIBLE AND PRACTICAL. 13. REMOVE ALL ABANDONED CONDUIT, FIXTURES, BOXES, EQUIPMENT AND OTHER MATERIAL. 14. MAINTAIN ALL SYSTEMS OPERATIONAL THROUGHOUT THE BUILDING DURING CONSTRUCTION. IN THE EVENT SHUTOFF OF ELECTRICAL POWER IS REQUIRED. PROVIDE 48 HOUR NOTIFICATION OF ANY SYSTEM SHUTDOWNS TO THE OWNER. 15. COORDINATE LAYOUT WITH MECHANICAL SUBCONTRACTOR. LIGHTING LOCATIONS TAKE. PRECEDENT OVER MECHANICAL. SYSTEM LAYOUT. REFER TO MECHANICAL DRAWINGS FOR CONCEPT LAYOUT AND PREUMINARY COORDINATION. ELECTRICAL CONTRACTOR TO COORDINATE. 16. DRAWING REPRESENTATIONS OF CONCEALED CONDMONS IN EXISTING BUILDING ARE ARCHITECT'S APPROXIMATION. ACTUAL CONDITIONS MAY DIFFER. CONTRACTOR TO CONSULT WITH ARCHITECT IF SIGNIFICANT DISCREPANCIES ARE FOUND. 17. ELECTRICAL RACEWAYS TO BE WIREMOLD 4000 OR EQUIVALENT. 18. EMERGENCY EGRESS ILLUMINATION SHALL BE PER SECTION 1003.2.9 PROVIDE COMBINED EXIT UGHT /EXIT SIGN OR RECESSED GIMBAL FIXTURES 5' -51/2" 2' -0" 4' -0" 2'-0" 10' -1" 2'4" 4' -0" 2' -0" 9'-6 1/2" 2' -0" 3' -6" 12' -21/2" 2' -0" 3' -6" 61/2" (E) BACK DOOR CHIME MOUNTED ON WALL ABOVE CEILING VERTICALLY SURFACE MOUNTED PHONE —LINE CONCEALED IN PLASTIC WIRE MOLD; 30" A.F.F. (E) DUPLEX OUTLET FOR CASH/WRAP DESK ID AD SALES (E) (E) (E) STOCK ROO EXISTING SAWCUT AND FILL PORTION OF SLAB 3/4" CONDUIT CHANNELED IN SLAB AND FLOOR OUTLET 1IE BACK (E) ELECTRICAL, PROVIDE FLOOR BOX RECEPTACLES AT THESE LOCATIONS, TYP ) DOOR PROVIDE POWER AND DATA TO CASHWRAP PER OWNER AND EQUIPMENT VENDOR (E) PUSH BUTTON WIRED TO BELL IN CORRIDOR AND CHIME AT (E) CASHWRAP & STOCK Power and Data Plan 1/4" = 1' -0" 2' -0" / 4' -0" / 2' —O" 1' -2 1/2" 2' -0" NATURAUZER 660/271 I RECEIVED JAN 252010 PERMIT CENTER Fireworks Southcenter Mall 656 Southcenter Mall Tukwila, WA 98188 Miller Hayashi Architects 118 North 35th St. Suite 200 Seattle, Washington 98103 Tel: 206 634 0177 Fax: 206 634 0167 ARCHITECT'S STAMP CONSULTANT CONSULTANT'S STAMP PHASE PERMIT SET DATE 02/01/10 REVISIONS SHEET TITLE Power and Data Plan SHEET NO. A2.2 0 MILLER HAYASHI ARCHITECTS 0918 LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION MANUFACTURER MODEL NO. LAMP FINISH BALLAST INPUT WATTS REMOARKS TYPE QTY DEGREES K ���� A 39 WATT ADJUSTABLE BEAM CERAMIC METAL HALIDE TRACKHEAD INTEGRAL ON /OFF SWITCH SOFTENING LENS CONTECH CTL8028A39MBT- FINISH -SL 1- 39WATT PHILIPS BT5 1 3000 BLACK EIEC 45 _ T1A SINGLE CIRCUIT SURFACE MOUNT TRACK Wk 14 AMP CURRENT LIMITING DEVICE CONTECH LT -8 LA -33 -R- FINISH- REG14- FINISH -4EI)- 5' -11" BLACK 0 T1B 1680W MAX 37 FIXTURES MAX T1B SINGLE CIRCUIT SURFACE MOUNT TRACK WITH 14 AMP CURRENT LIMITING DEVICE CONTECH LT -8 LA -33 -R- FINISH- REG14- F1NISH BLACK 1680W MAX 37 FIXTURES MAX T1C SINGLE CIRCUIT TRACK WITH 5 AMP CURRENT UMMNG DEVICE CONTECH LT -8 LA- 33- R- FINISH -REG6- FINISH NA NA BLACK 600W RRUN 13 FIXTURES MAX Ti D SINGLE CIRCUIT TRACK WITH 7,5 AMP CURRENT UMTTING DEVICE CONTECH LT -8 LA -33 -R- FINISH -REG9- FINISH BLACK 900W RRUN 20 FIXTURES MAX T1 E SINGLE CIRCUIT SURFACE MOUNT TRACK WITH 5 AMP CURRENT UMTIING DEVICE CONTECH LT -8 LA -33 -R- FINISH- REG6 - FINISH NA NA BLACK 600W RMAX 13 FIXTURES MAX T1F SINGLE CIRCUIT SURFACE MOUNT TRACK WITH 2.5 AMP CURRENT UMmNG DEVICE CONTECH LT -8 LA -33 -R- FINISH -REG3- FINISH BLACK 300W RUN 6 FIXTURES MAX P1 OVERCOUNTER PENDANT WITH " AMP CURRENT LIMITING DEVICE TBD PROVIDED BY OWNER NA 3 NA TBD 100W ALLOWANCE (E) TRASH I (E) JANITOR (E) WOMEN (E) MEN 3, -5" 43' -11 1/2" MECHANICAL NOTES: 1. MECHANICAL WORK IS DESIGN /BUILD THE DRAWINGS ARE SCHEMATIC /CONCEPTUAL AND ARE FOR LOCATION AND REFERENCE ONLY. 2. CONTRACTOR AND SUBCONTRACTOR RESPONSIBLE FOR PROCURING ALL TRADE PERMITS. 3. RE- BALANCE MECHANICAL SYSTEM. 4. CONTRACTOR TO PROVIDE HORIZONTAL SUPPLY DIFFUSERS IN ALL EXPOSED DUCT WORK, UNLESS NOTED OTHERWISE 5. CONTRACTOR TO PROVIDE OFFSET GRILLES WITH SOUND LINING AT ALL RETURN AIR GRILLES 6. ALL THERMOSTATS USED SHALL BE CAPABLE OF AT LEAST A 5 DEG F DEAD BAND. 7. ALL THERMOSTATS ARE TO BE SEVEN bAY PROGRAMMABLE, MICRO - PROCESSOR BASED. 8. ALL DUCTWORK SHALL BE CONSTRUCTION AND SEALED PER SMACNA STANDARDS 9. ALL DUCT WORK SHALL BE BRACED PER IMC 2006. DUCT SUPPORT PER 603.10 10. ALL REFRIGERANT USED SHALL BE R -22 OR PURON (R -410A) 11. ALL EXHAUST TERMINATIONS SHALL BE A MINIMUM OF 10' FROM OUTDOOR AIR INTAKES 12. ALL EXHAUST TERMINATIONS SHALL BE A MINIMUM OF 10' HORIZONTALLY FROM, OR 3' ABOVE OLITDOOR INTAKES. 13. ALL ADDRESSABLE FUNCTION OF DUCT SMOKE DETECTORS, AND WIRING FOR SHUTDOWN, SHALL BE COORDINATED. AND INSTALLED AS REQUIRED BY CODE. 14. ALL ROOF MOUNTED UNITS SHALL BE SECURED TO THEIR RESPECTIVE ROOF CURBS. (_) DOOR OTS STOCK ROOM 102 PROVIDE 1 FOOT- CANDLE OF EMERGENCY 1UGIfRNC ALONG ENTIRE PATH OF EGRESS, TYP acv M lo T1A A A AA DOOR Reflected Ceiling Plan 1/4" = 1' -0" T1B El 101 T1A A A 0 0 a Q V T1C 0 :i: Q v v (E) GRID: '0.-6" D m O A ���� a . ID 1 5' -11" D _ -4EI)- 5' -11" 0 T1B 4 il, 37/37 a V T1D CH: 10' -2' 824.5 5/32. ELECTRICAL NOTES: 1. ELECTRICAL WORK IS DESIGN /BUILD THE DRAWINGS ARE SCHEMATIC /CONCEPTUAL AND ARE FOR LOCATION AND REFERENCE ONLY. 2. CONTRACTOR AND SUBCONTRACTOR RESPONSIBLE FOR PROCURING ALL TRADE PERMITS AND SHALL BE RESPONSIBLE FOR ALL LOAD CALCULATIONS AND ENERGY CALCULATIONS. 3. ALL ELECTRICAL CONDUIT SHALL BE PLACED BELOW THE SLAB, ABOVE THE CEILING OR WITHIN THE WALLS. SHOULD ANY CONDUIT REQUIRE BEING LOCATED IN A VISIBLE LOCATION CONDUIT SHALL BE EMT TIGHT TO STRUCTURE AND LOCATION SHALL BE APPROVED BY ARCHITECT 4. COORDINATE ALL EQUIPMENT LOAD REQUIREMENSS. PROVIDE DEDICATED CIRCUITS WHERE NOTED AND WHERE THE EQUIPMENT REQUIREMENTS DICTATE. 5. EXISTING (E) LOCATIONS SHALL REMAIN AND SHALL BE FUNCTIONAL REPAIR OR REPLACE AS REQUIRED. 6. NEW OUTLETS INDICATED ONLY, ALL EXISTING TO REMAIN UNLESS NOTED OTHERWISE OR REQUIRE RELOCATION 7. OUTLETS ON OPEN WALLS AND AT WORK COUNTERS TO BE AT 18" AFF UNLESS INDICATED OTHERWISE 8. OUTLETS AT CASEWORK /CABINETS SHALL BE d4" AFF UNLESS INDICATED OTHERWISE 9. NO OUTLET BOX SHALL BE BACK TO BACK, OUTLETS SHALL BE OFFSET. 10. PROVIDE GFI OUTLETS AT ALL LOCATIONS REQUIRED PER CODE. 11. ALL ELECTRICAL BOXES SHALL BE ONE -HOUR FIRE RATED OR SHALL BE FIRE PUTTY. 12. REUSE EXISTING ELECTRICAL SYSTEM (SWITCHES, J- BOXES, ETC) WHERE POSSIBLE AND PRACTICAL. 13. REMOVE ALL ABANDONED CONDUIT, FIXTURES, BOXES, EQUIPMENT AND OTHER MATERIAL 14. MAINTAIN ALL SYSTEMS OPERATIONAL THROUGHOUT THE BUILDING DURING CONSTRUCTION. IN THE EVENT SHUTOFF OF B_ECTRICAL POWER IS REQUIRED PROVIDE 48 DOUR NOTIFICATION OF ANY SYSTEM SHUTDOWNS TO THE OWNER. 15. COORDINATE LAYOUT WITH MECHANICAL SUBCONTRACTOR. LIGHTING LOCATIONS TAKE PRECEDENT OVER MECHANICAL SYSTEM LAYOUT. REFER TO MECHANICAL DRAWINGS FOR CONCEPT LAYOUT AND PRELIMINARY COORDINATION. ELECTRICAL CONTRACTOR TO COORDINATE. 16. DRAWING REPRESENTATIONS OF CONCEALED CONDmONS IN EXISTING BUILDING ARE ARCHITECT'S APPROXIMATION. ACTUAL CONDmONS MAY DIFFER. CONTRACTOR TO CONSULT WITH ARCHITECT IF SIGNIFICANT DISCREPANCIES ARE FOUND. 17. ELECTRICAL RACEWAYS TO BE WIREMOLD 4000 OR EQUIVALENT. 18. EMERGENCY EGRESS ILLUMINATION SHALL BE PER SECTION 1003.2.9 PROVIDE COMBINED EXIT LIGHT /EXIT SIGN OR RECESSED GIMBAL FIXTURES STEEL COLUMN PER STRUCTURAL STEEL BEAM PER STRUCTURAL 0 Q 6 V T1D V 2'-11" 8' -8 1/2" 38' -1" 27' -5" 16' -1 1/2" NATURALIZER 660/271 0 0 20/20 ALL EXISTR4 ACT GRID AND ASSOCIATED CEILING COMPONENTS ABOVE GRID TO STRUCTURE TO BE PAINTED P -1 PROVIDE 1 FOOT- CANDLE OF EMERGENCY LIGHTING ALONG ENTIRE PATH OF EGRESS, TYP J -BOX 71-11 27/640 DOOR TRACK RECESSED INTO SOFFIT EXISTING MALL COLUMN PROVIDE RECESSED LIGHT FOR DISPLAY BOX 20' -0" 2' -0" 2 -b TALL'S CAMERA 664/281 STEEL COLUMN PER STRUCTURAL Fireworks Southcenter Mall 656 Southcenter Mall Tukwila, WA 98188 Miller Hayashi Architects 118 North 35th St. Suite 200 Seattle, Washington 98103 Tel: 206 634 0177 Fax: 206 634 0167 ARCHITECTS STAMP BRUCE N. HAYASHI (, STATE OF WASHINGTON CONSULTANT CONSULTANT'S STAMP AEvi&WEDFar. CODE 0MPL1AN E OP riVED NM 15 LU10 City of Tukwila R l DI lG DIVISION I LIGHTING LEGEND 0 A -ChIH TRACK FIXTURE T1 #- LIGHTING TRACK CEILING 4 -PLEX RECEPTACLE MOUNTED ON ACT GRID P1- PENDANT FIXTURES El-EXIT SIGN - A -CMW TRACK FIXTURE WITH BATTERY PACK EMERGENCY KIT PER SECTION 1006.3 AND 1006.4 OF THE 2006 IBC (E) FIXTURE, PROVIDE BATTERY PACK EMERGENCY KIT PER SECTION 1006.3 AND 1006.4 OF THE 2006 IBC. O1OOi8 PHASE PERMIT SET DATE 02/01 /10 REVISIONS 02/22/09 ,�/ PERMIT CORRECTIONS CORRECTION SHEET TITLE Reflected Ceiling Plan RECEIVED FEB 222010 PERMIT CENTER SHEET NO. A2.3 © MILLER HAYASHI ARCHITECTS 0918 PRESERVE EXISTING MALL COVE LIGHTING (E) BEAMS TO REMAIN DEMOLISH LIGHffNG AND ACT PER REFLECTED CEILING PLAN (E) ACT GRID TO REMAIN PER PLANS REMOVE SLAT BOARD ALONG ALL WALLS PER PLANS EXISTING COLUMNS TO REMAIN, DEMOLISH SLAT BOARD AND GYP BOARD SURROUND, TYP L DEMOLISH EXISTING STOREFRONT SOFFIT DEMOLISH EXISTING LIGHTGAGE FRAMING Longitudinal Demolition Section 1/4" = 1' -0" REVIEWED FOR CODE COMPLIANCE APPROVED MAR 15 2010 City of Tukwila BUILDING DIVISION LEASE LINE -r REMOVE EXISTING MIRRORED MALL FASCIA DEMOLISH EXISTTNG STOREFRONT AND GLAZING (E) MALL CONCOURSE CEILING (E) MALL COLUMN (E) OWSJ CEILING GRID AND (E) CEILING COMPONENTS ABOVE 1O' -6" TO BE PAINTEQ P -1 =011 IA _ IIPINai117 1_1_1iI•! 4 41=11111111∎111■41411■1111111111•111 11■1111■1 11�1■1111! TRACK LIGHTS PER LIGHTING PLAN, TYP WALLS TO BE PAINTED P -3, TYPICAL THROUGHOUT SPACE ROWNG STOREFRO DOORS BOTTOM SUPPORTED DOOR BEYOND STOREFRONT GLAZING (E) W COLUMN BEYOND /// / / /// ANY SPECIAL INSPECTIONS REQUIRED PER CHAPTER 17 OF THE IBC WILL BE CONDUCTED BY ABKJ Longitudinal Section 1/4' = 1' -0" CORRECTION 1.171# - Fireworks Southcenter Mall 656 Southcenter Mall Tukwila, WA 98188 Miller Hayashi Architects 118 North 35th St. Suite 200 Seattle, Washington 98103 Tel: 206 634 0177 Fax: 206 634 0167 ARCHITECT'S STAMP 5222 RE i ))7 • 4 BR 0 STERED CHIT CT rn CE HL ASHI STATE OF WASHINGTON CONSULTANT CONSULTANT'S STAMP PHASE PERMIT SET DATE 02/01/10 REVISIONS 2 02/21/09 PERMIT CORRECTIONS 03/10/09 PERMIT CORRECTIONS #2 SHEET TITLE Sections RE IVED cmro �uwu+ MAR 10 2010 PERMIT CENTER SHEET NO. A3.O 0 01 MILLER HAYASHI ARCHITECTS 0918 . STOREFRONT TO BE FACTORY FINISHED METAL PANEL M -1, 1YP (E) MALL COLUMN EQ EQ 1' -0" REQUIRED STOREFRONT SETBACK /SEPARATION FROM NEUTRAL PIER NEUTRAL PIER AND EXPANSION JOINT TO REMAIN EXTEND NEUTRAL PIER TO FACE OF SAWTOOTH SOFFIT ABOVE LETTERING AND LOGO RECESS STAMPED 3/8" INTO WALL SURFACE, LIT FROM BEHIND / 1' -10 1/4" 4' -0" IRENcRkS GLAZING CUP PER MANUFACTURER, a/ TYP ❑ 0 0 0 0 0 ING DOOR PANELS DISAPPEAR INTO POCKET IN 3' -0" Storefront Elevation D METAL PANEL PAINTED WHITE GWB TO MATCH ADJACENT WHITE MALL FINISHES 1/2" = 1' -0" FURR WALL AS NECESSARY UNE OF SAWTOOTH SOFFIT ABOVE EXTEND NEUTRAL PIER TO ALIGN WITH FACE OF SAINTOOTH SOFFIT ABOVE, GYP FINISH, PAINT WHITE TO MATCH EXISTING ADJACENT MALI. CONSTRUCTION 1' -2" 7, 8' -5 1/4" Storefront Plan Detail 1/2' = 1' -0" La- FURR WALL WAS NECESSARY EXTENT OF FACTORY FINISHED METAL PANEL STOREFRONT, VERIFY DIMENSION IN FIELD 3' -0" TYP \ / 1' -0" 5 1/2" EXTEND NEUTRAL PIER AND EXPANSION JOINT TO ALIGN WITH FACE OF SAWTOOTH SOFFIT ABOVE, GYP FINISH, PAINT WHITE TO MATCH EXISTING ADJACENT MALL CONSTRUCTION MALL= REQUIRES SETBACK /SEPARATION FROM NEUTRAL PIER, PAINT GWB TO MATCH ADJACENT WHITE MAIL FINISHES FACTORY FINISHED METAL PANEL pEVIEWED ki OMPLICE APPROVED MAR 15 2010 City of Tukwila J DUILDIN� DlVfS if cirroRu{ MAR 10 2010 PERMIT CENTER Fireworks Southcenter Mall 656 Southcenter Mall Tukwila, WA 98188 Miller Hayashi Architects 118 North 35th St. Suite 200 Seattle, Washington 98103 Tel: 206 634 b177 Fax: 206 634 0167 ARCHITECT'S STAMP REGIS ' ED AR IT•CT CONSULTANT CONSULTANT'S STAMP PHASE PERMIT SET DATE 02/01/10 REVISIONS 2 03/10/09 PERMIT CORRECTIONS #2 SHEET TITLE Exterior Elevation SHEET NO. A4.0 0 MILLER HAYASHI ARCHITECTS 0918 \--OPEN TO STRUCTURE (E) ACT GRID 11 11 II Ir = LI-_-•-JJI II III II III r-1 -i T1T-1-77 f T-1 11 11 II 1r L I 11 r 1 II II L=== J�r"� == II`° II ri- 9 �1 II I I L_ =Vii- =i it 11 '1 11 —I- , 11 I 1 1I I I r-I -r T -r 1----F-7-1- I- 1 1 r F : : H I II FT !L �I- J T7 -1 -T-7 I1 I1 11 11 II II II II 1 1 1 1 1 1 1 1 1 1 1 1 1 I1 II 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 11 11 11 11 1 1 1 1 1 1 1 1 1 1 _LJ 0 ME■ Sales Area Interior.. Elevation rr 11 E H111 11 11 11 11 1111 1111 11 11 II II rl= = II II 11 r — - -LJf - -� 11 III I r I II J1- - - -JEW_ 11 >I 1 I I1 11 J�L_ -`r_JJ CO L I— T I —I— T. T I— T 1 I I I 1 1 1 1 I II II II I 1/4" = 1' -0" BASE PER SCHEDULE OPEN TO STRUCTURE (E) ACT GRID __ II II r 11 11 II Ir _ L_ I Ir - ji II `° IL -- �-J '/' F7 1 1 1 1 T- -f -1 -T 1 1 1 1 1 1 1 1 1 1 1 1 PROVIDE BACKING AT ALL WALL LOCATIONS SCHEDULED FOR ARTWORK, TYP I- --I n-1 r--1 11 I 1 1 1 II `� 11 0 1-7-FT -F MT FT-1-F-1 1 1 1 1 1 1 1 1 1 1 1 1 1 BASE PER SCHEDULE Sales Area Interior Elevation. 1/4" = 1' -0" \--OPEN TO STRUCTURE (E) ACT GRID CV PULL-OUT ACCESSIBLE WORK SURFACE 0 0 N x x x x N / N / N / \ / Sales Area Interior Elevation 1/4" = r-0" MALL COLUMN BEYOND BASE PER SCHEDULE Sales Area Interior Elevation 1/4" = 1' -0" \ \ \ / / \ \ r PROVIDE BACKING AT ALL WALL LOCATIONS SCHEDULED FOR ARTWORK, TYP L \ 3 \ 1 \ X / / / BASE PER SCHEDULE Sales Area Interior Elevation 1/4" = 1' -0" BASE PER SCHEDULE Sales Area Interior Elevation 1/4" = 1' -0" c� z 0 \ OPEN TO / HALLWAY / \ BEYOND j GWB HALF HEIGHT WALL Stock Room Elevation - East Wall \--BASE PER SCHEDULE 1/4" = 1' -0" Cl/ APPROVED MAR 15 2010 BUILDING Tu1�p� UILDING DIVISIO N i RECEIVED JAN 252010 PERMIT CENTER Fireworks Southcenter Mall 656 Southcenter Mall Tukwila, WA 98188 Miller Hayashi Architects 118 North 35th St. Suite 200 Seattle, Washington 98103 Tel: 206 634 0177 Fax: 206 634 0167 ARCHITECT'S STAMP 5222 REGISTERED AR'H ITECT,, RUGE 1(ASHI STATE OF WASHINGTON CONSULTANT CONSULTANTS STAMP PHASE PERMIT SET DATE 02/01/10 REVISIONS SHEET TITLE Interior Elevations SHEET NO. A5.0 O MILLER HAYASHI ARCHITECTS 0918 / / r PROVIDE BACKING AT ALL WALL LOCATIONS SCHEDULED FOR ARTWORK, TYP L BASE PER SCHEDULE Sales Area Interior Elevation 1/4" = 1' -0" c� z 0 \ OPEN TO / HALLWAY / \ BEYOND j GWB HALF HEIGHT WALL Stock Room Elevation - East Wall \--BASE PER SCHEDULE 1/4" = 1' -0" Cl/ APPROVED MAR 15 2010 BUILDING Tu1�p� UILDING DIVISIO N i RECEIVED JAN 252010 PERMIT CENTER Fireworks Southcenter Mall 656 Southcenter Mall Tukwila, WA 98188 Miller Hayashi Architects 118 North 35th St. Suite 200 Seattle, Washington 98103 Tel: 206 634 0177 Fax: 206 634 0167 ARCHITECT'S STAMP 5222 REGISTERED AR'H ITECT,, RUGE 1(ASHI STATE OF WASHINGTON CONSULTANT CONSULTANTS STAMP PHASE PERMIT SET DATE 02/01/10 REVISIONS SHEET TITLE Interior Elevations SHEET NO. A5.0 O MILLER HAYASHI ARCHITECTS 0918 TYP PDF HANGERS VERTICAL STRUT 0 12' -0" EA WAY, 6' -0" MAX FROM WALL; #12 HANGER WIRE IN 12" DIA EMT STRUCTURAL ASSEMBLY TRAPEZE AT DUCTWORK AND LARGE OBSTRUCTIONS `8" (4) #12 LATERAL BRACES; SPLAY 0 90 DEG, k5 DEGREES MAX FROM HO 'IZ. \ 1:6 LIMIT #12 HANGER WIRE TYP 4' -0" 0.C. 4' -0" O.C. CEILING NOTES: INSTALL PER IBC STANDARD 803.9 SUSPEND UGHT FIXTURES BY INDEPENDENT WIRE SYSTEM WHERE WIRE HANGERS ARE NOT PRACTICAL, IT IS ACCEPTABLE TO SUBSTITUTE BRACED CHANNEL STRUTS PER ASTM STANDARD C754 6' -0" MAX. ACT Lateral Bracing Detail MAIN RUNNERS AT 4' -0" OC ONE WAY CROSS RUNNERS AT 2' -0" OC ONE WAY 1/2" = 1' -o" STRUCTURE ABOVE EXISTING ACT GRID TO REMAIN, PAINT PER PLAN WALL PER PLAN WALL TO STEEL COMPENSATION CHANNEL AT STRUCTURE 1 Hr -Rated Partition at Existing Ceiling Typical Assemblies 1-1/2" = 1' -0" WALL PER PLAN 5/4" MAPLE HARDWOOD CAP, TYP METAL EDGE, PAINT REVEAL BLACK, TYP Typical Partial Height Partition FRAMING r-0" E. HIGHEST CG UNLESS OTHERWISE NOTED OR DETAILED; BRACE. TOP AS NECESSARY TO PROVIDE LATERAL SUPPORT 5/8" GWB SOUND BAIT INSULATION COLD FORMED STEEL FRAMING AT 16" OC; 3 -5/8" STUDS TYPICAL 5/8" GWB Wall Type: Typical SCALE: 1- 1/2 " =1' -0" Interior Wall and Partition Type Schedule 1 -1/2" = 1' -0" 5/8" TYPE 'X' GWB COLD FORMED STEEL FRAMING AT 16" OC; SIZE PER STUD SIZE SYMBOL 5/8" TYPE 'X' GWB *PER. GA -600 FILE NO. WP 1072 FASTEN GWB TO STUDS WITH 1" TYPE 'S' DRYWALL SCREWS 8" OC AT VERTICAL JOINTS AND 12' OC AT FLOOR AND CEILING RUNNERS AND INTERMEDIATE STUDS; STAGGER JOINTS 24" ON EACH SIDE AND ON OPPOSITE SIDES. Wall Type: 1 hr -Rated 2 SCALE: 1 -1 /2 " =1' -0' PLAN SYMBOL KEY: "WALL- TYPE" SYMBOL NON- TYPICAL ASSEMBLY ENDS AT INDICATED POINT NON- TYPICAL ASSEMBLY CONTINUES TO END OF WALL *IF NO ARROW IS SHOWN, ASSEMBLY ENDS AT FIRST TRANSVERSE WALL GENERAL NOTES: 1. WALL TYPE, ,DESIGNATIONS ARE MADE ON THE A3.0 FLOOR PLAN. 2. REFER TO INISH PLANS AND INTERIOR ELEVATIONS FOR ADDMONAL WALL FINISH REQUIREMENTS. 3. ALL GYPSUM BOARD TO BE 5/8" TYPE 'X, EXCEPT WATER RESISTENT GYPSUM BOARD TO BE USED AT RESTROOM. REVIEWED FOR CODE COMPLIANCE APPROVED MAR 15 2010 City Cityof Tukwila BUILDING DIVISION METAL FRAMING 1 5/8" CO 'HINTED 5/8" GYPSUM PER FINISH PLAN 1/2" FURR OUT DRYWALL TO ALLOW FOR RECESSED U- CI-IANNEL RECESSED U- CHANNEL CR LAURENCE NH2DUSL DARK BRONZE ANODIZED EPDM ROLL -IN GASKET 1/2" GLASS 4 1/2" 18GA OR 2.GA METAL SKIN / FURR OUT DRYWALL CONCEALED AS NECESSARY FOR FASTENERS IN RECESSED OVERHEAD Wes- AND 'sFFIT GUIDES """----- NATURAL METAL STO PANEUNG, -1 FACE OF STOREFRONT BEYOND Fixed Storefront Blazing Panel 6" = 1' -0" DARK BRONZE ANODIZED SHALLOW U- HANNEL CRL SCD 3812SL v CO A r /2 FACE OF STOREFRONT BEYOND NEOPRENE SETTING STRIP (E) REINFORCED SLAB ON GRADE 1 5/8" A Fixed Storefront Glazing Panel A 6" = 1' -0" 2 1/4" FRAMINd AS NECESSARY PER STRUCTURAL • N ONT " N 1 1 3/4" EVU ©i► 10 Sliding Storefront Panel 6" = 1' -0" • 7 3/4 CLEAR AR O DIA SERIES 282) SLIDING MAL STOREFRONT DOORS AND OVERHEAD GUIDES i 3/4" 154], 1/4" TEMPERED 54], 7" 1.1 RECESSED TRACKS r PROVIDE LOCKING FLOOR BOLT DEVICE IN EACH PANEL AfiCADIA 2820 S RIES SLIDING FRONT FLOOR TRACK ROLLER CARRIAGE ASSEMBUES bkOO1B S • ' orefront Panel " = 11 -U" Cl LA TIAR TO-2010 PERMIT CENTER Fireworks Southcenter Mall 656 Southcenter Mall Tukwila, WA 98188 Miller Hayashi Architects 118 North 35th St. Suite 200 Seattle, Washington J8103 Tel: 206 634 0177 Fax: 206 634 0167 ARCHITECT'S STAMP CONSULTANT CONSULTANT'S STAMP PHASE PERMIT SET DATE 02/01/10 REVISIONS 2 03/10 /09 PERMIT CORRECTIONS #2 SHEET TITLE Interior Details SHEET fVO. A7.2 © MILLER HAYASHI ARCHITECTS 0918