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HomeMy WebLinkAboutPermit D11-191 - WESTFIELD SOUTHCENTER MALL - DAISO JAPAN - TENANT IMPROVEMENTDAISO JAPAN 1378 SOUTHCENTER MALL D11-191 City oikukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206- 431 -2451 Web site: http: / /www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No.: 9202470010 Address: 1378 SOUTHCENTER MALL TUKW Suite No: Project Name: DAISO JAPAN Permit Number: D11 -191 Issue Date: 07/21/2011 Permit Expires On: 01/17/2012 Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Contact Person: Name: JOSH MCCOY Address: 12344 BROOKS ST SW , OLYMPIA WA 98512 Contractor: Name: J A M CONSTRUCTION INC Address: 12344 BROOKS ST SW , OLYMPIA WA 98512 Contractor License No: JAMCOCI946D2 Phone: 360- 556 -1152 Phone: (360)556 -1152 Expiration Date: 03/22/2012 DESCRIPTION OF WORK: TENANT IMPROVEMENT Value of Construction: $40,000.00 Fees Collected: $1,337.95 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2009 Type of Construction: II-B Occupancy per IBC: 0019 Electrical Service Provided by: PUGET SOUND ENERGY * *continued on next page ** doc: IBC -7/10 D11 -191 Printed: 07 -21 -2011 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Size (Inches): 0 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: -3-2 -(.q( 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 • errnit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or e pe to this permit. ormance of wo k. I am authorized to sign and obtain this development permit and agree to the conditions attached Signature: ■�.ArA Date: 7-21- i90` Print Name: Jos►-( c-L o� 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. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. doc: IBC -7/10 D11 -191 Printed: 07 -21 -2011 7: All construction shall be done in conform with the approved plans and the requirem of the International Building Code or International Residential International Mechanical Code, Washingt to Energy Code. 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: 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. 10: 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. 11: 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. 12: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 13: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 14: 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. 15: ** *FIRE DEPARTMENT CONDITIONS * ** 16: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 17: 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) 18: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 19: 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) 20: 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) 21: 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) 22: 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) 23: 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) 24: 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 doc: IBC -7/10 D11-191 Printed: 07 -21 -2011 1008.1.8.1) 25: Exit hardware and marking shall meet the requirements of the International Fire Code. (I P Chapter 10) 26: 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) 27: 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) 28: 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) 29: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot -candle (11 lux) and a minimum at any point of 0.1 foot -candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot -candle (6 lux) average and a minimum at any point of 0.06 foot -candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to- minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.4) 30: 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) 31: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (1FC 901.4) 32: 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) 33: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2050). 34: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2051. (ALL FIRE ALARM COMPONENTS TO BE TIED TO THE MAIN MALL FIRE ALARM PANEL.) 35: 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) 36: 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) 37: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 38: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 39: 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. 40: Post address on storefront per approved Westfield standards. 41: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 42: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. doc: IBC -7/10 D11 -191 Printed: 07 -21 -2011 43: These plans were reviewed by Inspectoel . If you have any questions, please call Tull Fire Prevention Bureau at (206)575 -4407. doc: IBC -7/10 D11 -191 Printed: 07 -21 -2011 CITY OF TUK4�4 Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: / /www.TukwilaWA.gov Building Pe No. t 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 U7 ,/� King Co Assessor's Tax No.: ` l ��)-f 7 `- 00 1 0 Site Address: €*' GMet Suite Number: Floor: (S T Tenant Name: %)1,450 I ',c1 A-Pl}N Property Owners Name: WESYP1 Fi 5 H Pi (— JTtt2 Mailing Address: New Tenant: ® Yes ❑ .. No City State Zip CONTACT PERSON — who do we contact when your permit is ready to be issued Name: .) c +-1 VIAL (a 1 Day Telephone: 36 ° SS<v / /sue Mailing Address: 1a3y`i �f oo K5 Sr 5� a wt?■ INT l.;> 9SS /a City State Zip Fax Number:30v 578 SNOT E -Mail Address: 3 0.04 c ° NSV C om c ACT - N �- T GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: -3 • t A C c )St F-tnc T t o.� /NG, Mailing Address: /23W *eve Contact Person: o5/-I Wl c E -Mail Address: J A V (-0 "- )ST CA- ST r Contractor Registration Number: JA-WIC.00 3'y ' lD D/ p,4 WA 9gs' /a City State Zip Day Telephone: 3&o .S'S6 , / /Sol_ Fax Number: 36 v 978 go?b 1 Expiration Date: 3 - 020? - ,2o/ a-- ARCHITECT OF RECORD — All plans must be stamped by Architect of Record Company Name: Ft Mailing Address: 60 a( Contact Person: Ru c=t 71aSI(on) 1Z. 1-" Si GRotA.? S &tTTr_ Tic c &i � q J f aL/ City t✓1c EAk) E -Mail Address: State Zip Day Telephone: PC3 9 as - 61037 Fax Number: RS-3 fo2o2 - fo `/ e? ENGINEER OF RECORD — All plans must be stamped by Engineer of Record Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: H:\ pplications\Pormv- Applications On Line ‘2010 Applications \7 -2010 - Permit Application.doc Revised: May 2011 bh State Zip Page 1 of 6 BUILDING PERMIT INFORMATION — 206 - 431 -3670 Valuation of Project (contractor's bid price): $ yQ/ 00 6 . Scope of Work (please provide detailed information): /1npi1D/t % Z Existing Building Valuation: $ Will there be new rack storage? ❑ ....Yes o If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ( Sprinklers of, Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:1Applications\Forms- Applications On Line\2010 Applications17 -2010 - Permit Applicationdoc Revised: May 2011 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC Id Floor 2°d Floor t 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ( Sprinklers of, Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:1Applications\Forms- Applications On Line\2010 Applications17 -2010 - Permit Applicationdoc Revised: May 2011 bh Page 2 of 6 PLUMBING AND GAS PIPING PERI. INFORMATION — 206 - 431 -3670 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): Building Use (per Int'l Building Code): Occupancy (per Intl Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower Bidet Clothes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain Drinking fountain or water cooler (per head) Food -waste grinder, commercial Floor Drain Shower, single head trap Lavatory Wash fountain Receptor, indirect waste Sinks Urinals Water Closet Building sewer and each trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity) Grease interceptor for commercial kitchen ( >750 gallon capacity) Repair or alteration of water piping and/or water treatment equipment Repair or alteration of drainage or vent piping Medical gas piping system serving 1 -5 inlets/outlets for a specific gas Each additional medical gas inlets/outlets greater than 5 Backflow protective device other than atmospheric -type vacuum breakers 2 inch (51 mm) diameter or smaller Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Each lawn sprinkler system on any one meter including backflow protection devices Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1 -5) Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Gas piping outlets H:\Applications\Forms- Applications On Line \2010 Application0-2010 - Permit Application.doc Revised: May 2011 bh Page 5 of 6 PERMIT APPLICATION NOTES — Slicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). 1 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 Signature: NER RAUT -O' •-ED • : NT: _ 1 Print Name: JOSH WtC L °7 Mailing Address: /0,23 yy /`"5 s2-- S w Date: p1,2- Rot/ Day Telephoner (o 0 $ 0/cr,1+ ctty State Zip Date Application Accepted: (`)J"' 1( Date Application Expires: Staff Initials: 14/X H:1Applications\Forms- Application! On Line12010 Applications17 -2010 - Permit Application.doc Revised: May 2011 bh Page 6 of 6 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: http: / /www.TukwilaWA.gov RECEIPT Parcel No.: 9202470010 Permit Number: D11-191 Address: 1378 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 06/22/2011 Applicant: DAISO JAPAN Issue Date: Receipt No.: R11 -01529 Initials: User ID: WER 1655 Payment Amount: $812.65 Payment Date: 07/21/2011 09:14 AM Balance: $0.00 Payee: JOSHUA MCCOY TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 098958 ACCOUNT ITEM LIST: Description 812.65 Account Code Current Pmts BUILDING - NONRES STATE BUILDING SURCHARGE 000.322.100 808.15 640.237.114 4.50 Total: $812.65 doc: Receiot -06 Printed: 07 -21 -2011 4111 40 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.TukwilaWA.gov RECEIPT ParcelNo.: 9202470010 Permit Number: D11 -191 Address: 1378 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 06/22/2011 Applicant: DIASO JAPAN Issue Date: Receipt No.: R11 -01285 Payment Amount: $525.30 Initials: WER Payment Date: 06/22/2011 02:48 PM User ID: 1655 Balance: $812.65 Payee: JOSHUA MCCOY TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 016979 ACCOUNT ITEM LIST: Description 525.30 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 525.30 Total: $525.30 doc: Receiot -06 Printed: 06 -22 -2011 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 Iz. (206) 431 =3670 Permit Inspection Request Line (206) 431 -2451 Proj t: Type of Inspectio Address rig, Date,6a11et4 ,gJ ( :46 Special Instructions: Date Wanted:. a.in. p.m. Requester: PhoneN6:6 S rr_` 1t Approved per applicable codes. DCorrections required pilot t� approval. COMMENTS: prove -4. . • L. f In N Qt,/ ► J'. I C.U:__ r• (-1 Pit.it "4-lea i Inspector: P REINSPECTION FEE REQUIRED. rior to next inspection, fee Must be paid at 6300 Southcenter Blvd., Su to 100. Call to schedule reinspectioh. INSPECTION NO. INSPECTION RECORD Retain a copy with permit Di -151 cal PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 ie. (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Pro' c • 4 � j Type of ns Ara • \ Address; .38, m Date Called: Special Instructions: /' Date Wanted __If �m� p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: f Date: ri REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION `/`�� 6300 Southcenter Blvd., #100, Tukwila. WA 98188 c.o. (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Pr p Type of Inspection: 1 ' �-; ; dd Arefs : I31f1SCAte I Date Called: Special Instructions: yE34-- ND _I "..i � t_ i Date Wanted: �7 ~1 / — I / p.m. Requester: c,J AS JAS A Q ! Phone No: _ .I CosD – SS" -- /1 S'2- ElApproved perfappiicable codes. Corrections required prior to approval. COMMENTS: NA M. O rl C. OS '' IL c,J AS JAS A Q ! • IN-t Jia r43 Z V 3 Re y,5 e el k \ S Afr-er - iiUAr IOD t n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 Project: D c j So ; wo4 N Type of Inspection: Fr re ,�,c, l Address: Suite #: / 3 -)8 S 6 /4 ci I I Contact Person: Special Instructions: G�.rt�rA i 4k Phone No.: . • Approved per applicable codes. riCorrections required prior to approval. COMMENTS: Sprinklers: Date: Fire Alarm: `, Hood & Duct: .. G�.rt�rA i 4k Pre -Fire: f i F►10,1 c k Permits: Occupancy Type: /1' ¥ air-5e,4 c ey.es.s _i; k -k1 4e IfYieve y aids. bee i 5 w f Needs Shift Inspection: `( - Sprinklers: Date: Fire Alarm: `, Hood & Duct: .. G�.rt�rA i 4k Pre -Fire: Permits: Occupancy Type: /1' Inspector: _—j ( . Date: y -t>j -I I Hrs.: ti $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. • Billing Address Attn: 1 Company Name: Address: City: State: 1 Zip: , Word /Inspection Record Form.Doc .6/ 11/J1.0 T.F.D. Form F.P. 113 • -4 • ..y, -va u4,am%, a INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit /I -s -/6 `C PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 .:.w: se5.' r ,e Project: • ` N i S d SI4P 4 i / / Type of Inspection: 51° co Ile-4 -- /-c-I ,i v1 L Address: 13 7i3 S'. c • rv1 64-t. C- Suite #: Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 5e C'N -v/ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: LI cd-- Date: (11/51/f 1 Hrs.: I $100.06`REIr4 PECTION FEE REQUIRED. You will receive an invoice from the City.of Tukwilai Fuance Department. Call to schedule a reinspection. Or Billing Address Attn: Company Name: Address: City: 1 State: 1 Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 1 • • July 6, 2011 • City of Tukwila • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Josh McCoy JAM Construction Inc 12344 Brooks St SW Olympia, WA 98512 RE: Correction Letter #1 Development Permit Application Number D11 -191 Diaso Japan —1378 Southcenter Mall Dear Mr. McCoy, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician •-•1:31X encl FileNo. DI1 -191 W:\Permit Center \Correction Letters\2011\D11 -191 Correction Letter #1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: June 29, 2011 Project Name: Diaso Japan Permit #: D11 -191 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. Door number 103 is specified in the door schedule to have locking hardware. Since this is a required egress door that door cannot be locked during business hours. Also the door hardware shown for door number 101 is passage hardware. It may be the hardware specified for those doors was reversed. Please provide clarification and included hardware specifications for the back exterior exit door, typically panic door hardware. 2. The means of egress path (common path of egress) is shown along the far side of the mercantile space. For access to the common path of egress in an "M" occupancy, the "aisle access ways" common path of travel shall not exceed 30 feet, with minimum 30 inch clear width aisle access ways at any point within the merchandise pad. Show aisle access ways do not exceed travel distance of 30 feet to the common path of egress. Provide travel distance dimensions. Also provide dimensions of the tenant space. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. 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 1 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: D11-191 ❑ 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: Diaso Japan Project Address: 1378 Southcenter Mall Contact Person: Summary of Revision: $hee t L ioD/ used f1/ Rai/xi of kihif re ' ttiso a Doso. Shuf ii 10D : geared Dopy keueclw,a yy sWAtotith.s _ IZer- iiturouvi.Pe Mk' -1, Lbvv /43 fr ikva4- e Avatet s d 1 jpe.s exCef Phone Number: 3) '6:1037 dr44ri¢1'4 )n%1- Sheet Number(s): Lib01 avid 1910D /Cv "Cloud" or highlight all areas of revision including date of rev, sign Received at the City of Tukwila Permit Center by: N— Entered in Permits Plus on **-7-- Ilk"(i1 \ applications \tornts - applications on line\revision submittal Created: 8-13-2004 Revised: RECSVED CITY OF TUKWILA JUL 112011 PERMIT CENTER PE if PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -191 DATE: 07 -11 -11 PROJECT NAME: DAISO SITE ADDRESS: 1378 SOUTHCENTER MALL Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: P14 VI' Iding Division L. Fire Prevention Public Works ❑ Structural n Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete n DUE DATE: 07 -12 -11 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route Nil Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: DUE DATE: 08-09-11 Approved ❑ Approved with Conditions rt Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 E CUP1 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -191 DATE: 06 -22 -11 PROJECT NAME: DIASO JAPAN SITE ADDRESS: 1378 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPART ENT : I ding ivision Pb Wo PM AO/ Fire Prevention Structural ,J,4 1/ lanning (vision Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 06 -23 -11 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: itl /0/4._ 10-4 No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 07-21-11 Not Approved (attach comments) R. DATE: Permit Center Use Only CORRECTION LETTER MAILED: ++.. V\ Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 Contractors or Tradespeople Pinter Friendly Page General /Specialty Contractor A business registered as a construction contractor with LEtI 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 A M CONSTRUCTION INC UBI No. 602531162 Phone 3605561152 Status Active Address 12344 Brooks St Sw License No. JAMCOCI946D2 Suite /Apt. License Type Construction Contractor City Olympia Effective Date 3/22/2006 State WA Expiration Date 3/22/2012 Zip 98512 Suspend Date County Thurston Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status FUSIOES909KD FUSION ENERGY SERVICES LLC Electrical Contractor General Unused 5/4/2010 5/4/2012 Active JAMCOC'950JJ JAM CONSTRUCTION Construction Contractor General Unused 4/11/2005 4/11/2007 Out Of Business Business Owner Information Name Role Effective Date Expiration Date MCCOY, JOSHUA President 03/22/2006 Amount MCCOY, NATALIE Secretary 03/22/2006 CPP102807200 MCCOY, NATALIE Treasurer 03/22/2006 MCCOY, JOSHUA Vice President 03/22/2006 CBIC Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 CBIC SG0786 04/06/2005 Until Cancelled $12,000.00 03/22/2006 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 2 WESTERN NATIONAL ASSUR CO CPP102807200 08/01/2010 08/01/2011 $1,000,000.00 08/03/2010 1 CBIC C11SG0786 04/06/2008 04/06/2011 08/06/2010 $1,000,000.00 04/06/2010 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https: / /fortress.wa. gov /lni/bbip /Print. aspx 07/21/2011 #376 SOUTHCENTER MALL TUKWILA; WASHINGTON 98188 PERMIT SET REVIEWED FOR CODE COMPLIANCE APPROVED JUL 1 9 2011 City of 'ul ila BUILDING s 1 ISION ARCHITECT HELIX DESIGN GROUP, INC. 6021 12th STREET EAST SUITE 201 TACOMA, WASHINGTON 98424 CONTACT: BRUCE MCKEAN PHONE: (253) 922 -9037 FAX: (253) 922 -6499 INTERIORS HELIX DESIGN GROUP, INC. 6021 12th STREET EAST SUITE 201 TACOMA, WASHINGTON 98424 CONTACT: DIANE BARRINGER PHONE: (253) 922 -9037 FAX: (253) 922 -6499 GENERAL CONTRACTOR J.A.M. CONSTRUCTION 12344 BROOKS ST SW OLYMPIA, WASHINGTON 98512 CONTACT: JOSH MCCOY PHONE: (360) 556 -1152 FAX: (360) 878 -8269 SYMBOLS BUILDING SECTION SECTION LETTER SHEET NUMBER WALL SECTION SECTION NUMBER SHEET NUMBER GRID LINE DESIGNATION C.O.S. = center of structure F.O.S. = Face of structure (E) = existing DETAIL DETAIL NUMBER SHEET NUMBER INTERIOR ELEVATION ELEVATION NUMBER SHEET NUMBER DOOR DOOR NUMBER RELITE RELITE NUMBER REVISION REVISION MATCI -ILINE NORTH ARROW 6D 3A 3D 6A RI00 MATCHLINE MI I ■ NORTH V NITY MAP NORTH N.T.S. GENERAL NOTES ALL WORK SHALL CONFORM TO APPLICABLE BUILDING CODES AND ORDINANCES. WHERE MORE THAN ONE CODE OR ORDINANCE CONFLICT WITH EACH OTHER, THE MORE RESTRICTIVE CODE SHALL GOVERN. 2. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AT THE SITE AND SHALL NOTIFY ARCHITECT IMMEDIATELY OF ANY UNCERTAINTIES OR DISCREPANCIES WITH DRAWINGS. 3. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AT THE SITE, PROTECT THEM FROM DAMAGE AND REPORT ANY DISCREPANCIES WITH DRAWINGS. 4. THE CONTRACTOR SHALL INSURE THE HEALTH AND SAFETY OF THE PUBLIC AND ALL WHO ENTER THE BUILDING DURING CONSTRUCTION. 5. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE WORK OF SUBCONTRACTORS AND ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION. 6. DRAWINGS SHALL NOT BE SCALED. NOTIFY THE ARCHITECT IMMEDIATELY OF ANY CONFLICTS. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGN, PERMITTING AND CONSTRUCTION OF MECHANICAL AND ELECTRICAL WORK AS REQUIRED TO ACCOMMODATE CONSTRUCTION AND SHALL PROVIDE ALL NECESSARY SHAFTS, OPENINGS, BASES AND STRUCTURAL SUPPORT FOR DUCTS, CONDUITS AND EQUIPMENT. 8. DIMENSIONS ON PLANS ARE TO FACE OF STUD, CENTER OF COLUMN, CENTER OF MULLION OR FACE OF CONCRETE. UNLESS OTHERWISE NOTED. 9. LABORATORY TESTING AND INSPECTION REQUIRED FOR ALL EARTHWORK COMPACTION, SITE WELDING, NIGH STRENGTH BOLTING AND ALL STRUCTURAL CONCRETE. CONTRACTOR TO PROVIDE INDEPENDENT TESTING LAB FOR ALL CODE REQUIRED TESTING. 10. REPAIR/REPLACE EXISTING WALL, FLOOR, AND CEILING FINISHES TO MATCH EXISTING ADJACENT FINISHES WHEN DAMAGED DURING COURSE OF CONSTRUCTION. II. DEMOLISH ALL EXISTING BUILDING COMPONENTS NECESSARY TO CONSTRUCT WORK. CAP ALL EXISTING UTILITIES (PLUMBING, ELECTRICAL, AND MECHANICAL) BEHIND WALLS, FLOORS, ETC. 12. SUSPENDED CEILINGS TO BE DESIGNED FOR SEISMIC DESIGN CATEGORY D, E, OR F. SEPARATE PERMIT REQUIRED FOR: Mechanical Electrical Plumbing Gas Piping City of Tukwila B BUILDING DIVISION SITE PLAN � (cJiLlillinffirrgi ,= ciilr „liili 1I � JCPerrey Bui OITA L NORTH rn°0(Fq Qt .— 1 )r .1 PROJECT LOCATION SCALE: N.T.S. SHEET INDEX GENERAL DRAWINGS G001 COVER SHEET ARCHITECTURAL DRAWINGS AI00 DEMO PLAN, FLOOR PLAN, AND DETAILS ELECTRICAL DRAWINGS MECHANICAL DRAWINGS MECHANICAL PERMITTING TO BE DEFERRED TO CONTRACTOR'S BIDDER DESIGN SUBMITTAL ELECTRICAL PERMITTING TO BE DEFERRED TO CONTRACTOR'S BIDDER DESIGN SUBMITTAL PLUMBING DRAWINGS PLUMBING PERMITTING TO BE DEFERRED TO CONTRACTOR'S BIDDER DESIGN SUBMITTAL FIRE PROTECTION DRAWINGS FIRE PROTECTION PERMITTING TO BE DEFERRED TO CONTRACTOR'S BIDDER DESIGN SUBMITTAL PROJECT SCOPE TENANT IMPROVEMENT OF AN EXISTING RETAIL SPACE. EXISTING TENANT 15 A CLOTHING STORE. NEW TENANT WILL RENOVATE INTO A RETAIL STORE OF VARIOUS PRODUCTS. THE STOREFRONT WILL REMAIN, NEW SIGNAGE WILL BE ADDED UNDER SEPARATE PERMIT. EXISTING STAFF RESTROOM WILL REMAIN. BACK STORAGE ROOM LAYOUT WILL BE REVISED TO PROVIDE MORE STOCK SPACE. EXISTING DRESSING ROOMS WILL BE DEMOLISHED. EXISTING ACOUSTICAL CEILING FINISHES, FIXTURES, SPRINKLER HEADS, AND HVAC WILL REMAIN. 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. PROJECT NFORMATION ZONING FLOOR AREA FIRST FLOOR GOVERNING CODE OCCUPANCY GROUPS IBC CHAPTER 3 CONSTRUCTION TYPE IBC TABLE 503 FIRE SPRINKLERS IBC CHAPTER 9 FIRE ALARM AND SMOKE DETECTION IBC CHAPTER 9 OCCUPANT LOAD IBC TABLE 1004.1.2 FIRST FLOOR RETAIL AREA 3,029 SQ. FT. FIRST FLOOR STAFF AREA 340 SQ. FT. TOILET FIXTURE REQUIREMENTS OCCUPANTS TOILET ROOMS PROVIDED IN STORE FIXTURES PROVIDED TUC 3,675 SQ. FT. 2009 INTERNATIONAL BUILDING CODE M - MERCANTILE II -B ALL INTERIOR SPACES SHALL BE PROTECTED BY AN AUTOMATIC FIRE SPRINKLER SYSTEM ALL INTERIOR SPACES SHALL BE PROTECTED BY AN AUTOMATIC SMOKE DETECTION AND FIRE ALARM SYSTEM 101 OCCUPANTS 4 OCCUPANTS 3,675 SQ. FT. / 200 = 01 UNISEX* 01 PER 18 OCCUPANTS *NOTE: PUBLIC RESTROOMS ARE WITHIN 150' OF TENANT SPACE. 18 OCCUPANTS UFA Helix design group AMERICAN INSTITUTE OF ARCHITECTS DWELL CATE ATE OF WASHINGTON HELIX DESIGN GROUP, INC FILE fOPY Permit No. � - 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 approv Co an co dons is acknowledged: EXITING REQUIREMENTS I. EVERY SPACE THAT IS AN ASSEMBLY OCCUPANCY SMALL NAVE THE OCCUPANT LOAD bF THE SPACE POSTED IN A CONSPICUOUS PLACE ON AN APPROVED SIGN NEAR THE MAIN EXIT OR EXIT ACCESS DOORWAY FROM THE SPACE. - IBC 1004.3 2. EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. - IBC 1008.1.8 3. ACCESS TO EXITS SHALL BE MARKED BY APPROVED, READILY VISIBLE SIGNAGE IN ALL CASES WHERE EXIT WAY TO REACH THE EXIT IT IS NOT READILY APPARENT TO THE OCCUPANTS. - NFPA 101 7.10.1.5.1 ACCESSIBILITY I. GROUP B AND GROUP M OCCUPANCIES SHALL BE (HANDICAP) ADA ACCESSIBLE. 2. WHEN A BUILDING, OR A PORTION OF A BUILDING, 15 REQUIRED TO BE ACCESSIBLE, AN ACCESSIBLE ROUTE SHALL BE PROVIDED TO EACH PORTION OF THE BUILDING, TO ACCESSIBLE BUILDING ENTRANCES CONNECTING ACCESSIBLE PEDESTRIAN WALKWAYS AND THE PUBLIC WAY. IBC 1104.3 CORRECTION BY Date :. 0// RECEIVED JUL 112011 PERMIT CENTER City Of lbkwiia BUILDING DIVISION DAISO JAPAN TENANT IMPROVEMENT TUKWILA, WA REVISION. DAZE RESUBMITTAL 07.03.11 DATE JOB NO. 06.21.11 ill-055 PERMIT SET G001 DRAWING NO. © HELIX DESIGN GROUP, INC.; Ni right, reserved. No port of this document may b i any means without permission in wiilion ' e: I p• A FLOOR PLAN LEGEND DESCRIPTION SYMBOL AND TEXT 10 ROOM IDENTIFICATION RMNAMEI room none room number DOOR door number, min door strike side clearance distances EXISTING DOOR existing door, frame and hardware to remain 1 loo I DEMO EXISTING DOOR AND FRAME _demo existing door, frame. and hardware • DETAIL detail number sheet number ■ OCCUPANT LOAD room occupant count EXIT LOAD exit occupant count FIRE EXTINGUISHER semi- recess cabinet, rated cabinet at rated walls ELECTRICAL PANEL recessed panel PI -TONE BOARD F.E. E.P. P.H. FLOOR PLAN NOTES SYMBOL NOTE WALL TYPES DOOR, FRAME AND RECITE SCHEDULE DESCRIPTION 1 SYMBOL AND TEXT WALL TYPE 3 5/8" METAL STUDS @ 16" O.C. WALL TYPE 2 EXISTING WALL TO REMAIN HALL TYPE 3 DEMO EXISTING WALL REMOVE EXISTING COLUMN WRAPS DEMO EXISTING CASH WRAP DEMO EXISTING WALL TO PROVIDE NEW DOOR OPENING EXISTING STORFRONT TO REMAIN DOI D02 NOTES DEMO SHEET NOTES DOOR, FRAME AND RECITE SCHEDULE SYMBOL NOTE DOOR REMOVE EXISTING COLUMN WRAPS DEMO EXISTING CASH WRAP DEMO EXISTING WALL TO PROVIDE NEW DOOR OPENING EXISTING STORFRONT TO REMAIN DOI D02 NOTES D03 D04 FINISH —1 A MEANS OF EGRESS PATH, EXISTING LIGHTING TO MEET IBC 1006.4 EMERGENCY LIGHTING ALONG EGRESS PATH DISPLAY FIXTURES PROVIDED BY TENANT, TYPICAL CASH WRAP PROVIDED BY TENANT, TO BE ADA COMPLIANT WITH ICC /ANSI A117.1 -2003 CHAPTER q PARAGRAPH '104.3 CASH WRAP PROVIDED BY TENANT, TO BE ADA COMPLIANT WITH ICC /ANSI AII7.1 -2003 CHAPTER q PARAGRAPH (104.3 EXISTING RESTROOM TO REMAIN, NO NEW WORK IN THIS ROOM. LINE OF EXISTING GWB SOFFIT AT 8' -6" ABOVE FINISHED FLOOR EXISTING ACT CEILING, LIGHT FIXTURES, SPRINKLER HEADS, AND .VAC TO REMAIN. EXISTING EXIT DOOR AND HARDWARE TO REMAIN. DOOR INCLUDES PANIC HARDWARE AND SHALL MEET EXITING REQUIREMENTS. GENERAL NOTES DOOR, FRAME AND RECITE SCHEDULE NOTE I. COORDINATION OF THESE DRAWINGS WITH THE REQUIREMENTS FOR CONTRACT WORK IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. . DISCREPANCIES BETWEEN OR WITHIN CONTRACT DOCUMENTS SHALL BE REPORTED TO THE ARCHITECT IMMEDIATELY. 2. CONTRACTOR SHALL PROVIDE PROTECTION OF MATERIALS, EQUIPMENT AND FINISHES WHICH ARE TO REMAIN OR NOTED TO BE SALVAGED AND /OR. RE -USED. DAMAGES SHALL BE REPAIRED OR REPLACED AT NO ADDITIONAL COST TO OWNER. 3. CONTRACTOR SHALL DEMOLISH AND /OR CAP ALL UTILITIES CONNECTED TO EQUIPMENT IDENTIFIED TO BE DEMOLISHED OR SALVAGED SUCH THAT THE UTILITY WILL NOT INTERFERE WITH THE RENOVATION /ADDITION WORK UNDER THIS CONTRACT. (COORDINATE WITH MECHANICAL/ELECTRICAL DRAWINGS) 4. CONTRACTOR SHALL BE RESPONSIBLE FOR SECURELY STORING ALL ITEMS IDENTIFIED TO BE CAREFULLY REMOVED, SALVAGED AND REINSTALLED. 5. CONTRACTOR TO BE RESPONSIBLE FOR CUT AND PATCH AS REQUIRED TO ACCOMMODATE CONSTRUCTION (INCLUDING ALL MECHANICAL AND ELECTRICAL WORK). 6. STABILITY OF THE STRUCTURE DURING CONSTRUCTION 15 THE RESPONSIBILITY OF THE CONTRACTOR: ' ALL TEMPORARY SHORING SUPPORT I5 PART OF THIS CONTRACT. STANDARD ABBREVIATIONS ACT ALUM BB BLKG CB CER CLG CONC CPT CT D (D) D.F. ACOUSTICAL CEILING TILE ALUMINUM BACKERBOARD BLOCKING COVED BASE CERAMIC CEILING CONCRETE CARPET CERAMIC TILE DEPTH DEMOLISH DRINKING FOUNTAIN DV! DISHWASHER E.P. ELECTRICAL PANEL (E) EXISTING FF FACTORY FINISH F.I.C. FURNISHED AND INSTALLED BY CONTRACTOR FURNISHED AND INSTALLED BY OWNER F.O.I.C. FURNISHED BY OWNER INSTALLED BY CONTRACTOR. F.D. FLOOR DRAIN F.E. FIRE EXTINGUISHER (F) FUTURE GALV GALVANIZED GB GRAB BAR F.1.0. GL GLASS GWB GYPSUM WALLBOARD GYP GYPSUM HB HORIZONTAL BLIND HC HOLLOW CORE HM HOLLOW METAL HOR HORIZONTAL INT INTERIOR JT JOINT LG LAMINATED GLASS LIN LINOLEUM MDF MEDIUM DENSITY FIBERBOARD MTL METAL N.I.C. PFT PLAN PT QT (R) RB REF RF (5) SC SDT 5G NOT IN CONTRACT PORCELAIN FLOOR TILE PLASTIC LAMINATE PAINT QUARRY TILE RELOCATED RUBBER BASE REFRIGERATOR RUBBER FLOORING SALVAGED SOLID CORE STATIC DISSIPATED TILE SAFETY GLASS SLR SS SV TBB THK T.S. TWF VCT W/ WD WG NI l HON SEALER STAINLESS STEEL SHEET VINYL TILE BACKERBOARD THICK TUBE STEEL TACKABLE WALL FABRIC VINYL COMPOSITION TILE WITH WOOD WIRE GLASS WATER NEATER WALK OFF MAT II II CASHIER— RETAIL l i I I tf) 1 i II cn 11 U) 11 d) 11 cn 11 ct) 11 cn 11 ( II � II ) 11 11 : IIwc 11 Lc 11 owe II c Qd6 Qcog Q` U jQ it \ ==91 5' -4° TOILET '1 5' -4" \/ II VESTIBULE DEMO FLOOR PLAN SCALE: I /8 " =I' -0" NORTH 4' SCALE: I/8" = 16' FP -01 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 19 2011 City of Tukwila BUILDING DIVISION w J w iii SCHEDULE DOOR TYPE DI SCHEDULE w 2" J W FRAME TYPE FI DOOR AND FRAME TYPES SCALE: I /4 " =1' -0" 101 103 3' -0" X 7' -0" DI WD PT HW -2 HM PT FI (11 3' -0" x 7' -0" DI WD PT HW -I HM PT FI [I] DOOR, FRAME AND RECITE SCHEDULE HARDWARE GROUPS N0. DOOR RATING NARDWARE GROUP FRAME/RELITE NOTES MATERIAL FINISH 71'PE GLAZING SITE (w x n) TYPE MATERIAL FINISH GLAZING 101 103 3' -0" X 7' -0" DI WD PT HW -2 HM PT FI (11 3' -0" x 7' -0" DI WD PT HW -I HM PT FI [I] 2009 IBC MEANS OF EGRESS ILLUMINATION 1006.1 Illumination required. The means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. 1006.2 Illumination level. The means of egress illumination level shall not be less than 1 foot - candle at the walking surface. 1006.3 Illumination emergency power. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure, an emergency electrical system shall automatically illuminate the following areas: 1. Aisles and unenclosed stairways of rooms that require two or more means of egress. 2. Corridors, exit enclosures and exit passageways... 3. Exterior egress components... 4. Interior exit discharge elements... 5. Exterior landings...for exit discharge d -iorways... TOILET 102 t F05 7' -5 E r P.B.L B CEILI iL - _ :r( A SCALE: I /8 " =I' -0" NORTH VESTIBULE 1 103 1 4' SCALE: I /8" = 16' FP -01 G GWB, BOTH SIDES t/ \1 III!' Helix 2 2009 IBC MEANS OF EGRESS ILLUMINATION 1006.4 Performance of system. Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot - candle and a minimum at any point of 0.1 foot - candle measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot - candle at the end of the emergency lighting time duration. A maximum -to- minimum illumination uniformity ration of 40 to 1 shall not be exceeded. ATTACH TOP TRACK TO EXISTING CEILING FRAMING AT. 24' O.C. USING #8 SCREWS METAL STUD WALL (I)#8 SCREW AT EACH STUD FLANGE ATTACH TRACK WITH 0.145 DIA. POWER ACTIVATED FASTENERS @I6" O.C. MAX. STAGGERED. EMBED 1" MIN. OR WITH %" DIA. EXPOSED ANCHOR @32" O.C. MAX. EMBED 5" MIN. DETAIL ECEIVED JUL 112011 PERMIT CENTER 0' 2" 6" SCALE: 3" = SCALE: 3"= ILO" DTL -01 4 5 6 design group AMERICAN INSTITUTE OF ARCHITECTS 6934 RAE RED RGI T RC .1/00 WELL CATE ATE OF WASHINGTON HELIX DESIGN GROUP, INC DEMO PLAN, FLOOR PLAN, AND DETAILS DAISO JAPAN TENANT IMPROVEMENT TUKWILA, WA REVISION DATE A RESUBMITTAL 07.06.11 DATE JOB NO. 06.21.11 i 11 -055 PERMIT SET 10 A100 DRAWING NO. CO HELIX DESIGN GROUP, INC.: All rights reserved. No port of this document may f . any means without permission in x' l'ra 11,' a' ^ P SCHEDULE NOTES HARDWARE GROUPS GENERAL SCHEDULE NOTES [I] HARDWARE STYLE AND FINISH TO MATCH BUILDING STANDARD 1-114-1 PASSAGE HARDWARE HW -2 LOCKING HARDWARE 1-11,4-3 PASSAGE HARDWARE WITH CLOSER )Q€iARDNARE WITH CLOSER I. PROVIDE MINIMUM ANSI /BHMA GRADE 2 DOOR HARDWARE. ALL FINISH HARDWARE SHALL COMPLY WITH APPLICABLE BUILDING CODES AND THE AMERICANS WITH DISABILITIES ACT (ADA) ACCESSIBILITY REQUIREMENTS. 2009 IBC MEANS OF EGRESS ILLUMINATION 1006.1 Illumination required. The means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. 1006.2 Illumination level. The means of egress illumination level shall not be less than 1 foot - candle at the walking surface. 1006.3 Illumination emergency power. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure, an emergency electrical system shall automatically illuminate the following areas: 1. Aisles and unenclosed stairways of rooms that require two or more means of egress. 2. Corridors, exit enclosures and exit passageways... 3. Exterior egress components... 4. Interior exit discharge elements... 5. Exterior landings...for exit discharge d -iorways... TOILET 102 t F05 7' -5 E r P.B.L B CEILI iL - _ :r( A SCALE: I /8 " =I' -0" NORTH VESTIBULE 1 103 1 4' SCALE: I /8" = 16' FP -01 G GWB, BOTH SIDES t/ \1 III!' Helix 2 2009 IBC MEANS OF EGRESS ILLUMINATION 1006.4 Performance of system. Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot - candle and a minimum at any point of 0.1 foot - candle measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot - candle at the end of the emergency lighting time duration. A maximum -to- minimum illumination uniformity ration of 40 to 1 shall not be exceeded. ATTACH TOP TRACK TO EXISTING CEILING FRAMING AT. 24' O.C. USING #8 SCREWS METAL STUD WALL (I)#8 SCREW AT EACH STUD FLANGE ATTACH TRACK WITH 0.145 DIA. POWER ACTIVATED FASTENERS @I6" O.C. MAX. STAGGERED. EMBED 1" MIN. OR WITH %" DIA. EXPOSED ANCHOR @32" O.C. MAX. EMBED 5" MIN. DETAIL ECEIVED JUL 112011 PERMIT CENTER 0' 2" 6" SCALE: 3" = SCALE: 3"= ILO" DTL -01 4 5 6 design group AMERICAN INSTITUTE OF ARCHITECTS 6934 RAE RED RGI T RC .1/00 WELL CATE ATE OF WASHINGTON HELIX DESIGN GROUP, INC DEMO PLAN, FLOOR PLAN, AND DETAILS DAISO JAPAN TENANT IMPROVEMENT TUKWILA, WA REVISION DATE A RESUBMITTAL 07.06.11 DATE JOB NO. 06.21.11 i 11 -055 PERMIT SET 10 A100 DRAWING NO. CO HELIX DESIGN GROUP, INC.: All rights reserved. No port of this document may f . any means without permission in x' l'ra 11,' a' ^ P