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HomeMy WebLinkAboutPermit D12-069 - BED BATH AND BEYOND - REMODELBED BATH & BEYOND 400 STRANDER BLVD D12-069 City APT ukwila 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 Parcel No.: 0223100070 Address: 400 STRANDER BL TUKW Suite No: Project Name: BED BATH & BEYOND DEVELOPMENT PERMIT Permit Number: D12-069 Issue Date: 06/08/2012 Permit Expires On: 12/05/2012 Owner: Name: GARFIELD-SOUTHCENTER L L C Address: 388 PEARL ST , EUGENE OR 97401 Contact Person: Name: AMANDA CALDWELL Address: 15 W 7 ST , COVINGTON KY 41011 Contractor: Name: DB GENERAL CONTRACTORS INC Address: 3320 WEST VALLEY HY D-106 , AUBURN WA 98001 Contractor License No: DBGENGC943O9 Lender: Name: Address: Phone: 877 261-5400 Phone: 253-736-2980 Expiration Date: 09/29/2012 DESCRIPTION OF WORK: INTERIOR REMODEL CONSISTING OF NEW OR RELOCATED FIXTURES AND RACKING. MINOR ELECTRICAL AND SPECIALTY LIGHTING (SEPARATE ELECTRICAL PERMIT) AND SELECT COLUMN ENCLOSURES WITH WALL AND FLOOR FINISHES. AT THE SECONDARY ENTRANCE, THE EXITING SLIDING DOORS ARE TO BE REPLACED WITH NEW DOUBLE DOOR SWING STOREFRONT SYSTEM. Value of Construction: $175,000.00 Fees Collected: $3,454.07 Type of Fire Protection: SPRINKLERS/AFA International Building Code Edition: 2009 Type of Construction: IIIB Occupancy per IBC: 0019 Electrical Service Provided by: PUGET SOUND ENERGY **continued on next page** doc: IBC -7/10 D12-069 Printed: 06-08-2012 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: N N Water Main Extension: Water Meter: N Permit Center Authorized Signature: I hereby certify that I have read and governing this work will be complie Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. End Time: Fill 0 c.y. Start Time: End Time: Private: Profit: N Private: Date: Public: Non -Profit: N Public: ocAvAli— ned this permit and know the same to be true and correct. All provisions of law and ordinances whether specified herein or not. The granting of this permit does not pr construction or the performance of work to this permit. Signatur e to give authority to violate or cancel the provisions of any other state or local laws regulating . I am authorized to sign and obtain this development permit and agree to the conditions attached Print Name: ".3:71 3744 iii le./ Date: Wawa, 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: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 6: 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 doc: IBC -7/10 D12-069 Printed: 06-08-2012 of Washington. 1 7: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 8: All 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). 9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 10: 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. 11: ***FIRE DEPARTMENT CONDITIONS*** 12: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 13: 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) 14: 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) 15: 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) 16: 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) 17: 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) 18: 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) 19: 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) 20: 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) 21: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 22: 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) 23: 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 doc: IBC -7/10 D12-069 Printed: 06-08-2012 a width not less than 2 inches (51 mm) wide pt the letter "I", and the minimum spacing b en letters shall not be less than 0.375 inch (9.5 mm). Signs larger t he minimum established in section 1011.5.1 e 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) 24: 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) 25: 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) 26: 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) 27: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 28: 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) 29: Storage shall be maintained 2 feet or more below the ceiling in nonsprinldered areas of buildings or a minimum of 18 inches below sprinkler head deflectors in sprinldered areas of buildings. (IFC 315.2.1) 30: 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. 2327). 31: 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 #2328) 32: 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 #2328) (IFC 104.2) 33: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 34: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 35: Flue spaces shall be provided in accordance with International Fire Code Table 2308.3. Required flue spaces shall be maintained. 36: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 37: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 38: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 39: ***PLANNING DEPARTMENT CONDITIONS*** 40: The glazing area on the west facade shall remain transparent; no window film or window graphics discernible from the public right-of-way shall be installed. Signs are not approved as part of this permit. A separate sign permit is required. doc: IBC -7/10 D12-069 Printed: 06-08-2012 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www. TukwilaWA._oov Building Permit No. Mechanical Permit No. Plumbing/Gas Permit No. D12—IXe1 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 Site Address: 400 Strander Blvd, Tukwila, WA 98188 Tenant Name: Bed, Bath & Beyond Property Owners Name: Garfield-Southcenter LLC Mailing Address: 388 Pearl Street King Co Assessor's Tax No.: 022310-0070 Suite Number: Floor: 1 New Tenant: 0 Yes m ..No Eugene, city OR State 97401 Zip CONTACT PERSON — who do we contact when your permit is ready to be issued Name: Amanda Caldwell - Architectural Group International Mailing Address: 15 West 7th Street E -Mail Address: acaldwell@agi-us.com Day Telephone: (877) 261-5400 Covington KY 41011 City State Fax Number: (859) 261-5530 Zip GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: T.B.D. Out to Bid Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: City Day Telephone: Fax Number: Expiration Date: State Zip ARCHITECT OF RECORD — All plans must be stamped by Architect of Record Company Name: Architectural Group Mailing Address: 15 West 7th Street Contact Person: Amanda Caldwell E -Mail Address: acaldwell@agi-us.com Covington, KY City State Day Telephone: (877) 261-5400 Fax Number: (859) 261-5530 41011 Zip ENGINEER OF RECORD — All plans must be stamped by Engineer of Record Company Name: Precision Engineering Group, LLC Mailing Address: 5800 E. Skelly Drive, Suite 1100 Contact Person: Greg Wiley E-mail Address: gwiley@precisiongroup.net H:\Applications\Forms-Applications On Line \2010 Applications\7-2010 - Permit Application.doc Revised: 7-2010 bh Tulsa , OK City State Day Telephone: (918) 749-3000 74135 Zip Fax Number: (918) 749-3003 Page 1 of 6 • BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 175,000.00 Existing Building Valuation: $ Scope of Work (please provide detailed information): Interior remodel consisting of new or relocated fixtures and racking. Minor electrical and specialty lighting and select column enclosures and wall and floor finishes. At the secondary entrance, the existing sliding doors are to be replaced with new double door swing storefront system. Will there be new rack storage? m Yes .. No No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes m No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: m Sprinklers m Automatic Fire Alarm 0 None 0 Other (specify) Existing Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 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 Safely Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications\Forms-Applications On Line \2010 Applications\7-2010 - Permit Application.doc Revised: 7-2010 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1' Floor 45,540 6,764 0 0 IIIB M rd Floor 3rd Floor Floors thru • Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single 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? 0 Yes m No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: m Sprinklers m Automatic Fire Alarm 0 None 0 Other (specify) Existing Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 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 Safely Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications\Forms-Applications On Line \2010 Applications\7-2010 - Permit Application.doc Revised: 7-2010 bh Page 2 of 6 Date Application Accepted: PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 Signatur • AUTHORI ED ENT: /J Print Name: Amanda J. Caldwell Mailing Address: 15 West 7th Street Date: Z'Z9' /Z• Day Telephone: (877) 261-5400 Covington City 03, D21 I�- KY 41011 State Zip Date Application Expires: atilDzilfz Staff Initials: H:Wpplications\Forms-Applications On Line 2010 Applications\7-2010 - Permit Application.doc Revised: 7-2010 bh Page 6 of 6 Cash Register Receipt City of Tukwila Receipt Number R11.966 DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $69.87 D12-069 Address: 400 STRANDER BLVD Apn: 0223100070 $69.87 Credit Card Fee $2.04 Credit Card Fee R000.369.908.00.00 0.00 $2.04 DEVELOPMENT $67.83 ADDITIONAL PLAN REVIEW TOTAL FEES PAID BY RECEIPT: R11966 R000.345.830.00.00 1.00 $67.83 $69.87 Date Paid: Thursday, July 20, 2017 Paid By: DEWAINE BEDNARIK Pay Method: CREDIT CARD 09435G Printed: Thursday, July 20, 2017 3:39 PM 1 of 1 SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $300.00 D12-069 Address: 400 STRANDER BLVD Apn: 0223100070 $300.00 DEVELOPMENT $300.00 PERMIT REINSPECT FEE - AFTER HRS INSP FEE TOTAL FEES PAID BY RECEIPT: R5460 R000.322.800.00.00 0.00 $300.00 $300.00 Date Paid: Friday, June 05, 2015 Paid By: APEX ELECTRIC INC Pay Method: CHECK 3135 Printed: Friday, June 05, 2015 9:53 AM 1 of 1 cASYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK 292.50 D12-069 Address: 400 STRANDER BLVD Apn: 0223100070 $292.50 DEVELOPMENT $292.50 PERMIT REINSPECTION FEE TOTAL FEES PAID BY RECEIPT: R3002 R000.322.800.00.00 0.00 $292.50 $292.50 Date Paid: Thursday, September 04, 2014 Paid By: NICK VICHAS Pay Method: CREDIT CARD 02423P Printed: Thursday, September 04, 2014 12:34 PM 1 of 1 CRWSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK ` $126.00 D12-069 Address: 400,STRANDER BLVD Apn: 0223100070 $126.00 Add'I Plan Review $63.00 Add'I Plan Review R000.345.830.00.00 $63.00 Reinspections $63.00 Reinspections R000.322.800.00.00 $63.00 TOTAL FEES PAID BY RECEIPT: R1246 $126.00 Date Paid: Thursday, February 13, 2014 Paid By: APEX ELECTRIC INC Pay Method: CHECK 3075 Printed: Thursday, February 13, 2014 10:57 AM 1 of 1 CRWSYSTEMS Parcel No.: Address: Suite No: Applicant: � f 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 0223100070 400 STRANDER BL TUKW BED BATH & BEYOND RECEIPT Permit Number: Status: Applied Date: Issue Date: D12-069 ISSUED 03/02/2012 06/08/2012 Receipt No.: R13-02195 Initials: WER User ID: 1655 Payment Amount: $292.50 Payment Date: 07/23/2013 10:29 AM Balance: $0.00 Payee: DB GENERAL CONTRACTORS TRANSACTION LIST: Type Method Descriptio Amount Payment Check Authorization No. ACCOUNT ITEM LIST: Description 11761 292.50 Account Code Current Pmts BUILDING INVESTIGATION 000.322.800 Total: $292.50 292.50 rine• Raraint-nR Printed: 07-23-2013 • f 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 Parcel No.: 0223100070 Address: Suite No: Applicant: BED BATH & BEYOND 400 STRANDER BL TUKW RECEIPT Permit Number: Status: Applied Date: Issue Date: D12-069 ISSUED 03/02/2012 06/08/2012 Receipt No.: Initials: User ID: R12-02445 JEM 1165 Payment Amount: $63.00 Payment Date: 08/24/2012 12:50 PM Balance: $0.00 Payee: DB GENERAL CONTRACTORS TRANSACTION LIST: Type Method Descriptio Amount Payment Check Authorization No. ACCOUNT ITEM LIST: Description 10657 63.00 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 Total: $63.00 63.00 Printed: 08-24-2012 1 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.: 0223100070 Permit Number: D12-069 Address: 400 STRANDER BL TUKW Status: PENDING Suite No: Applied Date: 03/02/2012 Applicant: BED BATH & BEYOND Issue Date: Receipt No.: R12-00885 Initials: JEM User ID: 1165 Payment Amount: $1,358.92 Payment Date: 03/02/2012 08:16 AM Balance: $2,095.15 Payee: ARCHITECTURAL GROUP INTERNATIONAL TRANSACTION LIST: Type Method Descriptio Amount Payment Check 3744 1,358.92 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 1,358.92 Total: $1,358.92 rinr• Rcrcinf-nF Printed: 03-02-2012 • 1 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 Parcel No.: 0223100070 Address: 400 STRANDER BL TUKW Suite No: Applicant: BED BATH & BEYOND RECEIPT Permit Number: D12-069 Status: APPROVED Applied Date: 03/02/2012 Issue Date: Receipt No.: R12-01824 Payment Amount: $2,095.15 Initials: JEM Payment Date: 06/08/2012 03:22 PM User ID: 1165 Balance: $0.00 Payee: DB GENERAL CONTRACTORS TRANSACTION LIST: Type Method Descriptio Amount Payment Check 10412 2,095.15 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES 000.322.100 STATE BUILDING SURCHARGE 640.237.114 Total: $2,095.15 2,090.65 4.50 r1,,,•Rcrcin4_nR Printed: 06-08-2012 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 .Di2 -O (P�ect: DSD `E -4 / C14 Tye of Inspection: 1 iO h Ltvij ;- / f r A - Address: *X7 SV4AJM /) Date Called: Special Instructions: Date Wan d /a/`7 /'60 a.m. Requeste . Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector4 : beftm Date: 8/0/ 7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: 1Eb 13 04 fleveA b Type of Inspection: 73u ?Ltd - 1"/ /A 1— Address: Address: I/00 574N1& `31 -vi) Date Called: Special Instructions: Date Wante /D /11/ a CO 2-/C0p m. Requeste : rbEW✓+i C Phone No: WI-- 290 - 7Sx0 ElApproved per applicable codes. 0 Corrections required prior to approval. COMMENTS: ADA (A)&#wS a Er- 12 c Poe ApAgoveD 12w/t, s t4d Inspector: Asi) Ate4 I 1 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit pu-061 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: � n fledl 3 - `I'We rr'i Type of Inspection: V�/•6/ vti11A Finti.1 Address: U Q , kwD 9)&$, 1&Ili/ F3 Jvc i Date Called: Special Instructions: Date Wnteldi II. /.7.14° a.m. p.m. Requester: Phone No: Approved per applicable codes. E Corrections required prior to approval. COMMENTS: Inspector: 464441-10 Date: n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. DI2- 66q I 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 436-9350 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION INSPECTION RECORD Retain a copy with permit PERMIT NO. Pry�j'e'ct:/ n mci 'J�t 1,50 4 .6y6 Type of inspection: ; yecsy ' L g h e ( Address: p_s/S(✓ -a N oo eeG LCt' L{ Da to Special Instructions: Date Wan d. a•rril. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 6460\4 utttf-nrict l 6 " rNiGo oJr -6 c o 1 6k( Inspector: Date: qv/ CREINSPECTION FEE RECIUIRED. 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 D[ -d4? INSPECTION NO. PERMIT NO. CITY OF TUKWIL.A BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: g4r14..e.gf.,:.fesetip Type of inspectional /e Zf Address: 'Date NO 5-.772/ilt/D Called: Special Instructions: Date Wante : a.m. p.m. Requester: Phone No: Approved per applicable codes. E Corrections required prior to approval. COMMENTS: t). r _.1 — v(&K ,o,e4oreiCi Inspector: 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 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 p(Z-meq( Project: �� � �e 6 g r Ty a of InspectE� :k k c Address: Ltcb stmt kdt Via Date Calle : v Special Instructions: fi-ti( Date Wanted: / HS- a.m. p.m. Requester: Phone No: Approved per applicable codes. D Corrections required prior to approval. COMMENTS: Ak ACC—QC-5' &act (Qe1 151 CvL.-—�-1 i - Inspector: Date:3 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Catt 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 • (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: I (j -, .,,o!� Type of Insp ri ckti 64 /41 I- ! , Address: PloO `5„ - ^ t Q Date Called: o& , AkRovJs j'o,.✓r /o4L. Ota-u—tLni. (Ail(%PJB dor bon/r` 81 Special Instructions: Date Wanted: h Cp(13:1121.1.7 Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 6der1/4,16i6kkekl1 urcta-r5 &fw1&-D - tow/vet ac t,4 --r LWCi, /4 Slack- f ack-2oo"15 -00"15 (J cOJkT - C& ( fn✓ e)(/4 �- -5 �t16 r�sPid) ( G'& o& , AkRovJs j'o,.✓r /o4L. Ota-u—tLni. (Ail(%PJB dor bon/r` 81 APP&otk 010 45/ ►fcfl D5 - j4L--i ?AJC G & JC-Is 6-K• 45 / (4f. Lt L 14 fes. (514C-64— A-11 Inspector: \/( nin/t1 Date: oyo n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Proj t: [ L Type of Inspection: ‘ ef(e)• L Cort •A(� Address: 4 Lo t1 Si 9d / alb Date Called: Special Instructions: D � oq - to 1 •Ti Date Wanted: a.m. Requester ek Phone No: 2-5 3 - 45-0I i I EjApproved per applicable codes. orrections required prior to approval. COMMENTS: 1-PC6 '1-0 c.A-ivc, et -GO r � S,1)- 0A DP 1- :i'. i;11.. 7 of -I-11;T - lik< (( lZ._P - ,s 01 e l (p -- r— REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 ig (206) 431-3670 Permit Inspection Request Line (206) 431-2451 ect: 13Tl �pv,`�.°� nspection: Type JkTYC, j 6It kt-3 Address: 0 A/4 6 f ,P �J` Date Called: _ rki)A P r t e t,X�-O-T1-‘0.--- _ST/ Special Instructions: of Date Wanted:. f -►;2.P Li ).f( ^� (1_3 ° a.m. (.m Requester: T),) �.. elle A c -s- Pho�1r g_S:3 ---2_4'S -- ° 1 I! Approved per applicable codes. Correctionequired prior to approval. COMMENTS: c -f1 oA' y ) cafe ul 6c)4^. cI-0r- U ,'A _ rki)A P r t e t,X�-O-T1-‘0.--- 1)m--.. tCO of /r ) Kip I`, (A f -►;2.P Li ).f( ( ('' Eil4 RPS. J A .. ° o A r4 C q ---Q-49—', p , A/4\ 'i--2-3—(2) r- T),) �.. elle A c -s- 1 A< 0 • (/ii Inspector: Date: 7 jJ n REINSPECTION FEE REQUIREp(Prior to paid at 6300 Southcenter Blvd.. Suite 100. next inspection. fee must be Call to schedule reinspection. 7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. X12 -10(ofq . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188-^0-- (206) 431-3670 Permit Inspection Request Line (206) 431-2451 LP( Project: 66 aA 6 J Type of Inspection: S ^ ME . L. 6 (-(7-)- Addre^ .2 too sY Date Called: Special Instructions: �--y Date Wanted �m� ..-L.4 / Requester: Phone No: Approved per applicable codes. orrections required prior to approval. COMMENTS - 7) 0, 0 d „ n f. J v ea S 1-- �o F -L) T A w .‘`.4 s o / S— r� - NO r4 e : WA �._Al' 0 ( v k /<:L. -) S ry o'77 /" s kt0 i A tAiel e__ A OT -()Lief s 2. M .,2 . of- �/ /ess ,Si Fr -is c e AT --' e .• • reS_S / ! 6 A/4 -,E_.._ /owS d�lP ���il� S o�`. st -- 'i -/J-.S _ rvl'o t�A- �C, c 1 f N 0 ,_`E -Air! A-1( #___,A A --6h SJrf,.G;Y2(J Frok i , L Qj- ----U ,a -J •e t A-4 _ O A "Ue r( .. k I F' � ) 1 2.—si t vfP tAJ"LP/s /4.1 71 Dat�;.,�n�_ j 3 sector: EINSPECTION FEE REQUIRED. Prior to next inspection„fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Gk Ful: Ivr.ce„ ( /Z2- 3 INSPECTION RECORD 4Retain a copy_, with permit' INSRI'CTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 1Z, Project: 611) '3H # 8j9t.r?1,./C) Type of Inspection: -/Z/?v-ii/Ai6/Cele/Ai 6 Address: 1400S-r-i111JC. ( Date Called: - Special Instructions: (1/7 it gf/FAPi Date Wanted:. -- C — //— to . ml p.m. Requester: Phone No: x,253-2...4iS:—ai/ / JApproved per applicable codes. Corrections required`prior to approval. ' Z COMMENTS: Date: n RSI SPECTION FEE REgQUIRED.(Prior to next inspection,'.fee must be: 6aid at 6300 Southcenter Blvd.. Suite 100. Call to sch'ed'ule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206)`431-2451 ba -669 Project: .'i<l £? J i &16 /Ncf Type of Inspection:, . F)2��/ 4 //6 Address: ` ' o % 4ith DateliCgall"ed: Z.ic,it/ aNc IV d .S ii%iS / Special Instructions: Date Wanted:. awn -o2 7/- Je 'p.m. Requester: ©irC Phone No: 02.? • .2.45- 0/6/ • Approved per applicable codes. Corrections required prior to approval. COMMENTS: (is)7o n-, ,)14Y+jr4 t ,,', -, ;5 %rrr%// -- -. , J// a /" /se, 1/1V'4 / AlACP TF) 4Dii/r,,t, / ,e766 ii =n'44^/91/4r.6 -A) , (0tl?J/;Af;"67,z7P."Or /v t7RiPi-/A,i6 //pA/N4/ • 3) t .5 I !Cjln //•VC, fZ 7/�`/ �F' �r''S-/Pf/. 4 -11'v' / c)[13 lc d P. s lA,,e4/ c' "i 7 ;AA -.j orio/ 4,vc/�vfP J (, c/->`) •-b7 /'% , �y r-%v::s, . 4j el 37,91LS ,4;2 e To Lie , t oro ,) .3) y�d2 HPP2 evc o /P' c1' s ,a -Ai »3 %u,/`-7cJ j J . f r tsl5rtor: Date: afill 4L. fes:, Hi EINSPECTION FEREQUIRED. 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 i.(206) 431-3670 Permit Inspection Request Line (206) 431-2451 v Project: /r�� / / R.o// 1'S/3A 1 i2.f�/t!)iN(* Type of Inspection: 644Z/IS/ 6 �1 jib �' Address: 1/d /.r,S . ice,-;,.t/49.a&) Date Called:.. . - Special Instructions: Date Wanted:. _29-- I . a.m: p.m. Requester: - Phone No: vQ5_3—SVS 0/1 • Approved per applicable codes. Corrections required prior to approval. COMMENTS: itzP f{Pezi,^/e y 'X;- 1)43, /1/4.../.1.. 2:15/.9//df/ 6".rte9// • _ 11'4,rAk;) f' K' o -c, /-/c,- ait-,-aA b e b�<,✓/_.. .4-,..L.-. 4/7/(,,,,/ .S 7/.1 7/sA 1 Xlr /,-,1,71. Aj67 d /),4-4/ r//r/l/S . -.L .R(.1 /nom '.1. 9 3 ' ,'00,- e-=-Ae)/ e.. < IAir . 2) -/,,,-,.e.)) 1‹ 71;4/x, .S /...-/1 /^/-/,,,-,.e.)i• / i /hA/,,/'/ /7rni-'/:,r r7..5 S'/ii/Pr' /-1-7)./< -7' / % A-4' /'`t',r-)faXe4l/GO A46�,,,,/Or)g/t/ /: V/ /Ck-1e /^i:n,.Atsnei. _27Ae /OOP• 1 c __7,6e7 l /pill", t, s, .. 1)r 'O' C.c/f/ A/ 4 .�t,4. �/./,, , ,--/4r5 f -2/ea .11)(4' am i.t I r/4 //r,1 .4-, ."nom/'" ✓'/9 6 ZS (74 /'AGg el 11#S� s Lc'h,41Jr11wo--5 dr ,r-PV1(i�C1' */i is S 4 c.//C'.r).r" ,4 or/ t'//IG-S A4 7 e° 42 iY/,• x.---.6 frl.4'P/ e-,...-,..4‹ (- :4 ?/ / / 4. f/ _2 -gee ,,Z65/. _ I srJ pe4tor: Date: r5REINSPECTION�FEE REQUIRED. Prior to next inspection, fee must .be',- paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection._ INSPECTION NO. INSPECTION RECORD Retain a copy with permit Y2- 406j. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Pro ect:/ / Frk_.?////i !e 7,„,/ Type of Inspection: C e. -44/A/ ( /1 A/cu.) ' T 17,q 4:, //1i'r6ii,7 e, (-7'5;74.9 CIS • / Address: 4/00 •s'iR-i.✓. .Q Date Called: Special Instructions: -4Qt y 43. ,)ass•eze C-26.2// 0/ Date Wanted:.:m,,, Ot —2/— / ? .. ' pm. Requester: c:5/ -.1-e, K_ .1.1i/fd,,et, .' v...57% () ?, 4//(< Phone No: v253_ 24./5 -ew / EiApproved per applicable codes. Corrections required prior to approval. COMMENTS:, i /1 A/cu.) ' T 17,q 4:, //1i'r6ii,7 e, (-7'5;74.9 CIS • / 1 /17,..2/e1A/ % '' 54/ // /).61(/c"S A eek/,v'7 '/T,s -. _ .1.1i/fd,,et, .' v...57% () ?, 4//(< i / / 2) S4 L! r 4-1> . 1,9 .-J /Ji` 4 41,5,0,x,',71 l 300,30r4 -ii L'ii .'rs. / lam //s d e,, ' j . e (/ ;"/.'7 i . J). /(,... mi, Pia / Jar -/,�/,. i)",5 --7 /; --i 'r -J ,,/fr<..., ren ..._/ . c l j /,./.. /1'%//�7 /.cr+r, ' 1 ._ x4" / A-',/, 5& ../ /c.-/ ) ( inspectoy: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be �d pat 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Date: C-1 i- is INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 9 Project: / Type of Inspection: lri f,,<,etsrr,G , 44""A' J 7 CT Ai ! /—S / A / / < 1r3 l 4We. ld 4 ,) Address: ' I/©e s% diP4 444 . Date Called: D(7 f,y,,1, -it% 44f' ,,L /9 (k) 4. aA L47-77114 s— Special Instructions: Date Wanted:. 7--2Co--12 m na. Requester: `` Phone No: 5 -.?--2e/5'0// / ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: Yo,,v/ve/4/16 .2441 cc.,,v/,-,14/e7 42 ./d lri f,,<,etsrr,G , 44""A' J 7 CT Ai ! /—S / A / / < 1r3 l 4We. ld 4 ,) //AS- — f/�0 ARI /JI' PieelyiO ,h) S / 6 a I D(7 f,y,,1, -it% 44f' ,,L /9 (k) 4. aA L47-77114 s— Date: C R INSPECTION FEE REQUIR. Prior to ext inspection. fee must be 4id at 6300 Southcenter BlvdEI .iSuite 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 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 -p u Project: RF,4) ,397-W 6ey"e>/110/2/901//n/6 Type of Inspection: 614/7 .t -R4101/ 'V 6 --: fl OPrdtA/66 Address: 5/ -3. "/?"7Js14,4" c� Date Called: Special Instructions:Date /� / d, C? �7rfA'/ `4 'w,v 61o4 , 968- ti`s —35L / Off ®/ Wanted:.. p.m. 6. _ / Z-. Requester: i (lie!C' / / �y i�� -A //e df Phone No: AS' $/ iii/ proved per applicable codes. Corrections required prior to approval. COMMENTS: T', g ` '..1) 614/7 .t -R4101/ 'V 6 --: fl OPrdtA/66 M�% .+ Otic i iaz) AS 1-0 r nie thp, Y-- ,_/ 004 41.44 l e''0111%.4' 7544.1 -/ .-A/-/ d'y✓/(./ • ,ten/ do c /1 , fri /W,'✓P , j g/< /rr,/ _2 Ax A -J:7 ✓ -1)./1.1 ,ry ,'r LAi i�� -A //e df .'-_ .: /:/ �, P ?=G.t'';'/, (ice ,.�� ..ti/! ,;4; "✓�i- "+ \);./-e-4.1/1.41. O.T (7.i - fnsp2�t'r:" Dat /— zCo•—rZ 14/pR INSPECTION FEE EQUIRED. Prior o next inspection. fee must be aid at 6300 Southcenter Blvd.. Suite 1 O. 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: A levet n r 0 diEle-- Type of Inspection: , Address: qUD Suite #: cSkv 4 Nde,- Contact Person: Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes in,Corrections required prior to -approval. COMMENTS: _ ``"= - _ Fire Alarm: Hood & Duct: ' Pre -Fire: Permits: Occupancy Type: '9r'c-55 /e 5kk`p ,1 j4 PSS —to ivi e -.r •Pe -h W\- - oar- , I , a 3 G 100f9r- , ` A amu. d �.eed L - i r��' . Dec= s - --r-TA k.I o- c r Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:/‘‘ .- s= Date: 0 3/13 Hrs.: ( f 100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance'Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 f INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit -(96q PERMITPERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: be �x�°t�'�-- 6 (7' jkLi.__ Fire Alarm: Tyke sp ., ion: p ed. I se pct. -di 0 , . T _c." a✓o -4 /V Q e_c92d t�P I,� 2 Pev a..• 4. 411.-0,c7e _ Address: �U0 a .5 Suite #: 64._ Contact Person: ovP " i Special Instructions: '',,) sP � Phone No.: )4° Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: 0- (fie At cY 2AQ't c..50-..,grti.. r A\Aeu -f (-')a&-e c..50-.. pct. -di 0 , . T _c." a✓o -4 /V Q e_c92d t�P I,� 2 Pev a..• 4. 411.-0,c7e _ Occupancy Type: plc- INSPearo ovP " i '',,) sP Coo-ertc,,e___ cK Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Date: SU j___ Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. 1 Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 • • KraZan & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION August 24, 2012 KA No. 066-12176 Permit No. D12-069 City of Tukwila Building Department 6300 Southcenter Blvd. Tukwila, WA 98188 RE: Final Letter Bed Bath & Beyond 400 Strander Blvd. Tukwila, WA To Whom It May Concern: RECEIVED SEP 111 2012 DEydLAPMENT In accordance with your request and authorization, we have performed special testing and inspection services for the above referenced project. The special inspections for this project were: • Proprietary Anchors To the best of our knowledge, all work which has been tested and/or inspected has been found to be in general accordance with the approved plans and specifications, engineering revisions, and Chapter 17 of the 2009 International Building Code. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939-2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC William Throne 0:76/2-.) Operations Manager Puyallup CC: Bed Bath & Beyond With Offices Serving The Western United States 922 - Valley Avenue NW Suite 101 • Puyallup, WA 98371 • (253) 939-2500 • Fax: (253) 939-2556 • Pg, azan&Associates,Inc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 8/21/2012 PROJECT #: 066-12176 PROJECT: Bed Bath & Beyond LOCATION: 400 Strander Blvd. KA P.M.: Bill Throne RECEIVED Ah MEP ] $ 2012 FIELD COMMU t ` REPORT NO.: 12176DFR082112-DS DEVELOPMENT CONTRACTOR: Coast to Coast Fixturing PERMIT #: D12-069 INSPECTOR: Donald Schwindt JURISDICTION: City of Tukwila WEATHER: Indoors TEMP: 70 ° Proprietary Anchors On site at contractors request to inspect installation of Powers wedge bolt. Met with contractor to review plans and specifications for installation of anchors per ICC ESR 2526 and engineer approved plans, details 12-0193-B. Verified anchors to be 3/8" x 3", holes were drilled to 3/8" diameter to depth of 3-1/2". Holes were cleaned of debris prior to installation. Anchors were installed at Non- wall mounted shelving system over 8' high. To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and regulatory requirements. Superintendent/Representative: Daily Field Report Technician: Bothell (425) 485-5519 • Poulsbo (360) 598-2126 • Puyallup (253) 939-2500 Effective 6/5/2012 The information provided m this report is prepared for the exclusive use ofthe client This 000000may not be reproduced m any format without the written permission of the client and Krum & Associates. This ream indicates ow inspectors obsenwtiun and testing results based on site conditions and contractor activities. This information is subjror to review prior to [mai submmaL By signing this report. our inspector does not accept responsibility for validity of results. Tbc same information has been provided by others on she.. 10'-0" AT WINDOW BANNER 2'-6' AT DOOR DECAL ENTRANCE AROUND THECORNER Z 0 W F- 0 0 SC OC LU F- 0 Z 6 O 18 G0. DECIMAL SIGNAGE 12"xI8' SIGN 0- EITH NIERNATIONAL SYMBOL OF ACCESS F- INSTALL S-0' TO Ce 5-0" ABODE GRADE O C/j RELOCATE E%ISTING W 9083 TO BULGING d U WALL IN LGCAMONS SHOWN. Z a- OW(7) H ga W 0 c cc U I— O = ZZ SCALE: 3/4" = 1'-0" ZQ W 0 I I} LL_ O~ Uz C7 Z CO 2 o • a Q. J 4ewapprovai I ttp l ,.aiofcorstniction the O +NIa on of any M Oroved Heid Copy and conditions is SEPARATE PERMIT REQUIRED FOR: ®Mechanical Electrical ® Plumbing 111411E LL11Ut AND ARROW 59180. CN BLUE BAOKGROUD SIGNAGE AT WEST EXIT 05 SCALE: 3/4" =1'-0" (3Gas Piping City of Tukwila BUILDING DIVISION'^ 0" RESERVED PARKING PLACARD REQUIRED CONTRACTOR GRADE ACRYLIC, ALKYD GR CHLORINATED RUBBER FACTORY HUD, OUIOK-CRYING, NON-0IEEDING PAINT. COLOR PER LOCAL CGDE (WHITE ON BLUE BACKGROUND) ACCESSIBLE PARKING SIGN RELIVE DOMING ACCE59BIE PARTING SIGNS REMOVE COSTING Pe®VIG OF AVN 04 PARKING DETAIL 03 SCALE: 1/4" = 1'-0" oi W Z 0 • 114 • I'I�SRIOt1S, authotize EXITING ST89ED PA111 TO RDWN City Of lidtwita BUILDING DIVISION 'BED, BATH AND BEYOND' LOGO AT WALL TO REMAIN. REMOVE SECTION ABOVE READING WELCOME TO'. PATCH AND REPAIR WAIL AS REQUIRED. 3'-0'x10'-0" 3ANNER INSTALLED ABOVE THE DOORS AND 12" BACK _ r, FROM FACE OF GLAZING, ILLUMINATED INDICATING 'ENTRANCE AROUND THE CORNER' WITH A .1 DIRECTIONAL ARROW. INSTALL AT I HEIGHT NOT TCI IMPEDE VISIBILITY OF DOT SIGNAE. DECALS TO BE PLACED ON EACH DOOR IN')ICATING 'ENTRANCE ARnUND THE CORNER' WITH DIRECRONAL ARROW. , NEW EXTERIOR;STOREFRONT FRAMING AND (;.AZING TO MATCH EXISTING. SAF -Y GLAZING AT DOORS AND GLAZING WITHIN 24" OF 000R OPENINGS AND UP TO • A.F.F. NEW (2) 3'-0'0'-0" EXTERIOR 1/4' THICK TEIAPERED GLASS ENTRY DOORS. SEF DETAIL 04/A1.0. W N z (5 co NEW EXIT SIGN. INSTALL SUCH AS VISIBLE THROUGH INTERIOR VESTIBULE REMOVE LOCK FROM AUTOMATIC DOOR SYSTEM. MAINTAIN DOOR IN HOLD OPEN PI:SIRON DURING BUSINESS HOU ?S. GENERAL NOTE. ASSURE THAT ALL SIGNAGE. BANNERS AND DISPLAYS ARE INSTALLED SUCH AS NOT TO IMPEDE THE Y ,IBOJOY OF ANY EXIT SIGNAGE `.'442 EMERGENCY NOTIFICATION C_/ICES. L WOMEN 107 O O , STOR. 108 ELEC. 115 I 0 I I I I I I I C 110 STOR. 110 w N V N CV CV LP OFFICE( 201 „9L „9L „9L „91 „9 l .9L .4 „9 RELOCATE EXISTING DIRECTIONAL EXIT SIGN REVISIONS No changes shall he made to the scope of work without prior approval of T ukwjla Building Division KO i Nevisions will require a new plan submittal and may include additional plan review fees. 12'08" SIN (111H INIEHNA110NAL SYMBOL OF ACCESS. YOTALL S-0' 10 5'-0" MOVE GRADE.' RELOCATE ENII1NG OR FRONDS EERY AS ROAMED. NOTE PROVIDE (2) AOT08IRIF PA18001 STALLS. SURFACE SLOPING NOT 10 EXCEED 1448 \-REUTCAIE OR PROVIDE NEW WHEEL STOPS (MATCH EASING) '-INTERNAIKINAL 51NB0L OF ACCESS®IUTY PANTED ON PAWNG (WHITE ON BLUE BACKCROLRm) El3, RCHITECTURAL 3ROUP INTERNATIONAL 15 WEST SEVENTH STREET COVINGTON, KENTUCKY 41011 PH859-261.5400 049859-261-5530 BEV OM Beyond any store of its kind. li REVIEWED F CODE ®COM PLIR mAPPROVED gCi MUG 2 3 2012 Lc a g ityof EI; I DIN W Ex w ?V¢m o�000 mIz o m V DISTRIBUTION: DATE: SITE REVISION 8/10/12 ARCH. PROJECT# BBB PROJECT# PARTIAL WEST EXIT PLAN 02 120131 #371 REV1 DRAWN: CHECKED: SCALE: 1/8" =1'-0" REVISION NOLL 7 r/ L EXISTING SLOPED AREA TO REMAIN bIO 43 0 EXISTING ASE PARKING TO REIWN EXISONG STRIPED PATH TO REMAIN RC IVED G 16 2012 PERMIT CENTER AJC TS 1 DRAWING TITLE: PARTIAL SITE PLAN PARTIAL PARKING LAYOUT 01 SCALE: 1/24" =1'-0" A1.4 R SCE ON 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Project Summary PRJ-SUM 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Info Project Address 400 STRADER BLVD. TUKWILA, WA 98188 Date 2/14/2012 For Building Department Use 3 - Fill out this line on PRJ-SUM Applicant Name: BED BATH & BEYOND Applicant Address: 5 - Fill out this line on PRJ-SUM Applicant Phone: 6 - Fill out this line on PRJ-SUM REVIEWED FOR CODE COMPLIANCE APPROVED MAY 14 2012 City of Tukwila BUILDING DIVISION FILE COPY Perm!t rt,1/41. CITY OF TUKIMLA MAR 0 2 2012 PERMIT CENTER b 12- D(n°I 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Interior Lighting Summary LTG -INT 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Info Project Address 400 STRADER BLVD. TUKWILA, WA 98188 Date 2/14/2012 Gross Interior Area in ft2 For Building Department Use 3 - Fill out this line on PRJ-SUM Applicant Name: BED BATH & BEYOND Applicant Address: s - Fill out this line on PRJ-SUM Applicant Phone: 6 - Fill out this line on PRJ-SUM Project Description _ New Building P Addition ❑ Alteration ❑ Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option O Prescriptive 0 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) C No changes are being made to the lighting and space use not changed ❑ Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Maximum Allowed Lighting Wattage Location (floor plan/room #) Occupancy Description Allowed Watts per ft2 ** Gross Interior Area in ft2 Allowed x Area 8 foot 1.33 43090 57309 4 foot 45 28 1260 track 201 50 10025 ** From Table 15-1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 57309 Proposed Lighting Wattage Location (floor plan/room #) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed 8 foot 577 52 30004 4 foot 45 28 1260 track 201 50 10025 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 41289 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 line voltage 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. For low voltage track lighting list the transformer rated wattage. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts/Fixture blank. 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Interior Lighting Summary (back) LTG -INT 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Prescriptive Spaces Occupancy: Q Warehouse or Parking Garage ® Other Qualification Checklist Note: If occupancy type is "Other" and fixture answer is checked, the number of fixtures in the space is not limited by Code. Clearly indicate these spaces on plans. If not qualified, do LPA Calculations. Lighting Fixtures: (Section 1521) 0.85 Check if 95% or more of fixtures comply with 1,2 or 3 and rest are ballasted. 1. Fluorescent fixtures with a) 1 or 2 two lamps, b) reflector or lowers, c) 5-60 watt T-1, T-2, T-4, T-5, T-8, or CFL lamps, and d) hard -wired electronic dimming ballasts. Screw-in CFL fixtures and tracking lighting 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' LPA1 (W/ft`) Use' LPA` (W/ft`) Automotive facility 0.85 Office buildings, office/administrative areas in facilities of other use types (including but not limited to schools, hospitals, institutions, museums, banks, churches)5 0.91 Convention center 1.10 Parking garages 0.20 Courthouse 1.10 Penitentiary and other Group 1-3 Occupancies 0.90 Cafeterias, fast food establishments5, restaurants/bars5 1.20 Police and fire stations 0.90 Dormitory 0.85 Post office 1.00 Dweling Units 1.00 Retail', retail banking, mall concourses, wholesale stores (pallet rack shelving) 1.33 Exercise center 0.95 School buildings (Group E Occupancy only), school classrooms, day care centers 1.00 Gymnasia, assembly spaces 0.95 Theater, motion picture 0.97 Health care clinic 1.00 Theater, performing arts 1.25 Hospital, nursing homes, and other Group 1-1 and 1-2 Occupancies 1.20 Transportation 0.80 Hotel/motel 1.00 Warehouses 0.50 Laboratory spaces (all spaces not classified "laboratory" shall meet office and other appropriate categories) 1.62 Workshops 1.20 Laundries 1.20 Libraries5 1.20 Plans Submitted for Common Areas Only' Manufacturing facility 1.20 Main floor building lobbies° (except mall concourses) 1.10 Museum 1.00 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.80 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 2% per foot of ceiling height above 20 feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by 2% per foot of ceiling height above 12 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 2% per foot of ceiling height above 9 feet. 6) Reserved. 7) For conference rooms and offices less than 150ft2 with full height partitions, a Unit Lighting Power Allowance of 1.1 w/ft2 may be used. 8) Reserved. 9) For indoor sport tournament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is 2.60 W/ft2. 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three -quarter -height partitions (transparent or opaque) and lighting for free-standing display where the lighting moves with the display are exempt. An additional lighting power allowance is allowed for merchandise display luminaires installed in retail sales areas that are specifically designed and directed to highlight merchandise. The following additional wattages apply: i. 0.6 watts per square foot of sales floor area not listed in items ii and iii below; ii. 1.4 watts per square foot of furniture, clothing, cosmetics or artwork floor area; or iii. 2.5 watts per square foot of jewelry, crystal or china floor area. The specified floor area for items i, ii, or iii above, and the adjoining circulation paths shall be identified and specified on building plans. Calculate the additional power allowance by multiplying the above LPDs by the sales floor area for each department excluding major circulation paths. The total additional lighting power allowance is the sum of allowances for sales categories 1, ii, or iii plus an additional 1,000 watts for each separate tenant larger than 250 square feet in area. The additional wattage is allowed only if the merchandise display luminaires comply with all 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). This additional lighting power is allowed only if the lighting is actually installed and automatically controlled, separately from the general lighting, to be turned off during nonbusiness hours. This additional power shall be used only for the specified luminaires and shall not be used for any other purpose. 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Exterior Lighting Summary LTG -EXT 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Info Proj Addres 400 STRADER BLVD. TUKWILA, WA 98188 Date 2/14/2012 Watts/ Fixture For Building Department Use 3 - Fill out this line On PRJ-SUM Name: BED BATH & BEYOND Appl. Name s - Fill out this line on PRJ-SUM Appl. Phone 6 - Fill out this line on PRJ-SUM Project Description ❑ New ❑ Addition [ Alteration U Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Lighting Zone (as specified by Jurisdiction) I Q Zone 1 Zone 2 Q Zone 3 Q Zone 4 Compliance Option Q Lighting Power Allowance 0 Systems Analysis Building Grounds (luminaires > 100 Watts) ❑ Efficacy > 60 lumens/W E Controlled by motion sensor ❑ Exemption (list) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting and space use not changed. E Less than 60% of fixtures are new, installed wattage not increased, & space use not changed. Tradable Maximum Allowed Lighting Wattage Base Site Allowance: Tradable Surfaces Description Allowed Watts per ft2 or per If Area (ft2), perimeter (If) or # of items Allowed Watts x ft2 (or x If) Total Allowed Tradable Watts: Tradable Proposed Lighting Wattage (use mfgr listed maximum input wattage for lum naire.) Surface Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Area (ft2), perimeter (10 or # of items Allowed Watts x ft2 (or x If) Total proposed tradable watts may not exceed the sum of total allowed tradable watts plus the base site allowance. Any base site allowance not needed to make tradable watts comply can be applied to individual non -tradable categories. Total Proposed Tradable Watts: Non -Tradable Maximum Allowed Lighting Wattage Base Site Allowance Remaining: Fixture Description Non -Tradable Surfaces Description Allowed Watts per ft2 or per If Area (ft2), perimeter (10 or # of items Allowed Watts x ft2 (or x If) Non -Tradable Proposed Lighting Wattage Surface Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Non -tradable proposed watts may not exceed allowed watts for any individual surface unless the total excess watts for all non -tradable surfaces are less than the remaining site allowance. Total excess Non -Tradable watts: Site Allowance Balance: 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Exterior Lighting Summary (back) LTG -EXT 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential TABLE 15-2B LIGHTING POWER DENSITIES FOR BUILDING EXTERIORS Revised December 2010 Specific area description Base site allowance' Zone 1 500 W Zone 2 600 W Zone 3 750 W Zone 4 1300 W Tradable Surfaces 2 Uncovered Parking Areas Parking lots and drives 0.04 W/ft2 0.06 W/ft2 0.10 WIft2 0.13 W/ft2 Building Grounds Walkways less than 10 ft wide 0.7 W/linear foot 0.7 W/ linear foot 0.8 W/ linear foot 1.0 W/ linear foot Walkways 10 ft wide or greater Plaza areas Special feature areas 0.14 W/ft2 0.14 W/ft2 0.16 W/ft2 0.2 W/ft2 Exterior Stairways 0.75 W/ft2 1.0 W/ft2 1.0 W/ft2 1.0 W/ft2 Pedestrian tunnel 0.15 W/ft2 0.15 W/ft2 0.2 W/ft2 0.3 W/ft2 Landscaping 0.04 W/ft2 0.05 W/ft2 0.05 W/ft2 0.05 W/ft2 Building Entrances and Exits Main entries 20 W/linear foot of door width 20 W/linear foot of door width 30 W/linear foot of door width 30 W/linear foot of door width Other doors 20 W/linear foot of door width 20 W/linear foot of door width 20 W/linear foot of door width 20 W/linear foot of door width Entry canopies 0.25 W/ft2 0.25 W/ft2 0.4 W/ft2 0.4 W/ft2 Sales Canopies Free standing and attached 0.6 W/ft2 0.6 W/ft2 0.8 W/ft2 1.0 W/ft2 Outdoor Sales Open areas3 0.25 W/ft2 0.25 W/ft2 0.5 W/ft2 0.7 W/ft2 Street frontage for vehicle sales lots in addition to "open area" allowance No Allowance 10 W/linear foot 10 W/linear foot 30 W/linear foot Non -Tradable Surfaces° Building Facades No Allowance 0.1 W/ft2 for each illuminated wall or surfaces 0.15 W/ft2 for each illuminated wall or surface6 0.2 W/ft2 for each illuminated wall or surface Automated teller machines and night depositories 270 W per location8 270 W per location8 270 W per location8 270 W per locations Entrances and gatehouse inspection stations at guarded facilities 0.75 W/ft2 of covered & uncovered area Loading areas for law enforcement, fire, ambulance and other emergency service vehicles 0.5 W/ft2 of covered & uncovered area Material handling and associated storage No Allowance No Allowance No Allowance 0.5 W/ft2 Drive -up Windows & Doors 400W per drive-through Parking near 24-hour retail entrances 800 W per main entry FOOTNOTES FOR TABLE 15-2B: 1. Base site allowance may be used in tradable or nontradable surfaces. 2. Lighting power densities for uncovered parking areas, building grounds, building entrances and exits, canopies and overhangs and outdoor sales areas may be traded. 3. Including vehicle sales lots. 4. Lighting power density calculations for the following applications can be used only for the specific application and cannot be track between surfaces or with other exterior lighting. The following allowances are in addition to any allowance otherwise permitted i the "Tradable Surfaces" section of this table. 5. May alternately use 2.5 watts per linear foot for each wall or surface length. 6. May alternately use 3.75 watts per linear foot for each wall or surface length. 7. May alternately use 5 watts per linear foot for each wall or surface length. 8. An additional 90 watts is allowed per additional ATM location. 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Lighting Power Allowance Adjustments LTG -LPA 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Address 400 STRADER BLVD. TUKWILA, WA 98188 Date 2/14/2012 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 plan/room #) Occupancy Description Allowed Watts per ft2 ** Ceiling Height for this room Ceiling Height limit for this exception** Adjusted LPA Watts per ft2 ** From Table 15-1 based on exceptions listed in footnotes 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Lighting, Motor, and Transformer Permit Plans Checklist LTG -CHK 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Address 400 STRADER BLVD. TUKWILA, WA 98188 Date 2/14/2012 The following information is in the 2009 Washington State necessary to check a Nonresidential Energy permit application for compliance with the lighting, motor, and transformer requirements Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) 1513.1 Local control/access Schedule with type, indicate locations 1513.2 Area controls Maximum limit per switch 1513.3 Daylight zone control Schedule with type and features, indicate locations vertical glazing Indicate vertical glazing on plans overhead glazing Indicate overhead glazing on plans 1513.4 Display/exhib/special Indicate separate controls 1513.5 Exterior shut-off Schedule with type and features, indicate location (a) timer w/backup Indicate location (b) photocell. Indicate location 1513.6 Inter. auto shut-off Indicate location 1513.6.1 (a) occup. sensors Schedule with type and locations 1513.6.2 (b) auto. switches Schedule with type and features (back-up, override capability); Indicate size of zone on plans 1513.7 Hotel/motel controls Indicate location of room master controls 1513.8 Commissioning Indicate requirements for lighting controls commissioning EXIT SIGNS (Section 1514) 1514 Max. watts Indicate watts for each exit sign LIGHTING POWER ALLOWANCE (Section 1530-1532) 1531 Interior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture 1532 Exterior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture MOTORS (Section 1511) 1511 Elec motor efficiency MECH-MOT or Equipment Schedule with hp, rpm, efficiency TRANSFORMERS (Section 1540) I1540 (Transformers !Indicate size and efficiency I If "no" is circled for any question, provide explanation: t Precision Engineering Group LLC Where great Ideas lake shape... 5800 E. Skelly Dr., Suite 1100 Tulsa, Oklahoma 74135 Ph 918-749-3000 Fax 918-749-3003 Mechanical Electrical Design Consultants DATE: 02/14/2012 TO: Architectural Group International ATTENTION: Ms. Amanda Caldwell 15 West Seventh St. Covington, KY 41011 SUBJECT: Bed, Bath & Beyond — Tukwila Permit Set We are sending you: PLANS: (4) Sets (24"x 36") signed and sealed drawings of the following sheets: E3.0, E3.1, E4.0, E4.1, E5.0, E6.0 Washington State Energy Calculations SPECIFICATIONS: Don't hesitate to call if you have any questions. Thank you, Greg Wiley Delivered By: Fed Ex April 28, 2017 • City of Tukwila Department of Community Development Michael J. Smith Director of Construction Bed Bath & Beyond Inc. 650 Liberty Avenue Union, New Jersey 07083 RE: Correction Letter # 1 to Revision #3 DEVELOPMENT Permit Application Number D12-069 BED BATH & BEYOND - 400 STRANDER BL Dear Michael J. Smith, Allan Ekberg, Mayor Jack Pace, Director 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 following departments: BUILDING - R DEPARTMENT: KC ELLIS at (206)-431-3677 if you have questions regarding these comments. • Provide total parking stall count and number of ADA stalls. PLANNING - R DEPARTMENT: Jaimie Reavis at 206-431-3659 if you have questions regarding these comments. • Please provide a count of the total number of parking stalls before and after the restriping. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, 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, I can be reached at 206-431-3655. Sincerely, Bill Rambo Permit Technician File No. D12-069 6300 Southcenter Boulevard Suite #100 • Tukwila Washineton 98188 • Phone 206-431-3670 • Fax 206-431-3665 • City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director April 5, 2017 Michael J. Smith Director of Construction Bed Bath & Beyond Inc. 650 Liberty Avenue Union, New Jersey, 07083 RE: Request for Extension #4 Development Permit D12-069 Bed Bath & Beyond — 400 Strander Blvd Dear Mr. Smith, This letter is in response to your written request for an extension to Permit Number D12-069. The Building Official has reviewed your letter and considered your request to extend the above referenced permit. The City of Tukwila Building Division will be extending your permit through October 16, 2017. Please note that the Building Official has extended this permit on the condition that the final inspection must occur prior to this date. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, Bill Rambo Permit Technician File: Permit No. D12-069 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov • BED BATH & BEYOMICO Beyond any store of its kind` Corporate Office 650 Liberty Avenue Union, New Jersey 908/688-0888 908/688-0295 April 4, 2017 City of Tukwila c/o Building Official 6300 Southcenter Boulevard, Suite # 100 Tukwila, VA 98188 (206)43 1-3670 RE: Permit #D12-069 Dear Building Official, I respectfully request an extension of the above permit for ninety (90) days. The building landlord revised the ADA parking lot layout after our work was complete. We requested his construction drawings prior to our previous extension expiration. We recently received the plans. In an effort to obtain our final inspection, we would like to have this work inspected for compliance. Sincerely, 01, //66t Michael J.'Smith Director of Construction Bed Bath & Beyond Request for Extension # 9 Current Expiration Date: i •4 Extension Request: Approved for / �d days Denied (provide explanation) RECEIVED CITY OF TUKWILA APR 0 4 2017 PERMIT CENTER Signature/initials 3/1/2017 • City of Tukwila Department of Community Development AMANDA CALDWELL 15 W 7 ST COVINGTON, KY 41011 RE: Permit No. D12-069 BED BATH & BEYOND 400 STRANDER BL Dear Permit Holder: . Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 4/16/2017. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 4/16/2017, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: D12-069 6300 Southcenter Boulevard Suite #100 •v Tukwila, Washington 98188 • Phone 206-431-3670 • Fax1206-431-3665 i Die- 067 3320 West Valley Hwy N, Suite D111, Auburn, WA 98001 Phone: 253-852-1962 Fax: 253-852-2049 Branch F93 6/29/2016 To whom it may concern, Our Technician Alex Rabago went to Bed Bath & Beyond, located at 400 Strander Blvd, Tukwila WA 98188 and did a site survey per the Fire Marshals request regarding he NFPA spacing requirements. After his survey our Technician has concluded that the spacing does meet the requirements. Sincerely Alex Rabago RECEIVED CITY OF TUKWILA JUL 12 2016 PERMIT CENTER ,�;v�e►t41/14,\n June 15, 2016 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Michael J. Smith Director of Construction Bed Bath & Beyond Inc. 650 Liberty Avenue Union, New Jersey, 07083 RE: Request for Extension #3 Development Permit D12-069 Bed Bath & Beyond — 400 Strander Blvd Dear Mr. Smith, This letter is in response to your written request for an extension to Permit Number D12-069. The Building Official has reviewed your letter and considered your request to extend the above referenced permit. The City of Tukwila Building Division will be extending your permit through December 8, 2016. Please note that the Building Official has extended this permit on the condition that the final inspection must occur prior to this date. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, Ipd-P Bill Rambo Permit Technician File: Permit No. D12-069 W:\Permit Center\Extension Letters\Permits\2012\D12-069 Permit Extension #3.ducx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 • BED BATH & BEYOMC. Beyond any store of its kind: Corporate Office 650 Liberty Avenue Union, New Jersey 908/688-0888 908/688-0295 June 2, 2016 City of Tukwila c/o Building Official 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 (206)431-3670 RE: Permit #D12-069 Dear Building Official, I respectfully request an extension of the above permit for ninety (90) days. The Fire marshal continues to come up with new reasons why he cannot sign -off on the permit. Based on the latest request, we are in the process of providing a full Fire Alarm assessment. Sincerely, MichaSmith Director of Construction Bed Bath & Beyond RECEIVED JUN 03 2016 Community Development Request for Extension # Current Expiration Date: Extension Request: Approved for /(d days Denied (provide explanation) Signature/Initials i 5/3/2016 • City of Tukwila Department of Community Development AMANDA CALDWELL 15 W 7 ST COVINGTON, KY 41011 RE: Permit No. D12-069 BED BATH & BEYOND 400 STRANDER BL Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 6/8/2016. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 6/8/2016, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: D12-069 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 December 18, 2015 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Dewaine Bednarik Db General Contractors Inc. 7038 S 220th St Kent, WA 98032 RE: Request for Extension #2 Development Permit D12-069 Bed Bath & Beyond — 400 Strander Blvd Dear Mr. Bednarik, This letter is in response to your written request for an extension to Permit Number D 12-069. The Building Official has reviewed your letter and considered your request to extend the above referenced permit. The City of Tukwila Building Division will be extending your permit through June 8, 2016. Please note that the Building Official has extended this permit on the condition that the final inspection must occur prior to this date. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, Bill Rambo Permit Technician File: Permit No. D12-069 W.•\Permit Center\Extension Letters\Permits\2012\D12-069 Permit Extension #2.doi:x 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 db GENERAL CONTRACTORS 12/15/2015 City of Tukwila Dept. of Community Development Attn: Bill Rambo 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 7038 South 220th Street, Kent, WA 98032 RE: Permit #D12-069 / Bed Bath & Beyond Mr. Rambo, 253 736 2980 PHONE 253 736 2981 FAX RECEIVED CITY OF TUKWILA DEC 15 2015 PERMIT CENTER It has come to my attention that a project we worked on quite some time ago did not receive a final inspection. In researching our records, it seems that when we completed our work there was an emergency lighting correction that resulted in revising the customer's entire lighting package. The value of the work was substantial, therefore, the customer bid this work out and we did not win that bid. Having completed the original scope of work, we then left the project. Six to eight months later the new contractor completed the emergency lighting scope of work. We were never informed of this being complete, which is why I believe the final did not get called in. When notified of this, I reached out to Permit Technician Bill Rambo. I met with Bill this past week to start the process of getting this matter corrected. He and I discussed that there were several permits issued for this site. This could be where the mistake has occurred. I met with the Fire Marshall the same day to get his take on the solution. He wants me to meet with Capt. McCoy to discuss the matter since he was the inspector for this project. Please consider extending the permit extension for a period of time so that I can continue working with Bill and Capt. McCoy to get this matter corrected. Thank You. Dewaine Bednarik President Db General Contractors, Inc. cc: Mike Smith, Bed Bath & Beyond Request for Extension # 2. Current Expiration Date: _1)=( e T Extension Request: (/ 1 Approved for () days Denied (provide explanation) www.db-gc.com I """ Signature/Initials ) 11/2/2015 • City of Tukwila Department of Community Development AMANDA CALDWELL 15 W 7 ST COVINGTON, KY 41011 RE: Permit No. D12-069 BED BATH & BEYOND 400 STRANDER BL Dear Permit Holder: Jim Haggerton, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 12/8/2015. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 12/8/2015, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, `.'W) Bill Rambo Permit Technician File No: DI2-069 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 • OFF HOURS INSPECTION Reimbursement authorization/approval to conduct inspection activities during off hours. Date:( 5-t Requested B: , \ C. k U, C L I Firm/Company: E\ -6(t-C-1V_ Permit Number: D.2- 4-34-(0 D«P Inspection Information Project Name: CrOy4 Project Address Location: 1"160 , Requested Date fo{r, Inspection: 1 Gkr,, Requested Time: d AM / PM Contact Name: Qs c \lI AarS Phone Number: Wt.- ' b3D-02- Special Conditions for Consideration: ** Contractor will be charged a minimum for three (3) hour inspection time for any off -hours inspection work at $100.00 per hour (minimum total of $300.00). This is to be paid at the time of request. ** The undersigned, as an authorized representative of the above firm, hereby agrees to reimburse the City for its overtime inspections on the above referenced project. A separate invoice will be issued for all inspection time in excess of three (3) hours. Signature: Printed Name: Gca <Ac m-7 Date: G(C-f N/r at1�'i:�lVEL CITY OF TUKWIF.p ►JUN 0.5: 2015 City Use Only: Approved: Disapproved: PERMIT CENTER Paid: Receipt No: Date of Approval/Disapproval: Remarks: Authorized Reviewer: W:\Permit Center\Templates\Forms\off hours inspection 1-2015.docx Revised: January 1, 2015 2/2/2015 • • City of Tukwila Department of Community Development AMANDA CALDWELL 15W7ST COVINGTON, KY 41011 RE: Permit No. D12-069 BED BATH & BEYOND 400 STRANDER BL Dear Permit Holder: Jim Haggerton, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 3/31/2015. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 3/31/2015, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, `I/J-0 Bill Rambo Permit Technician File No: D12-069 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 OFF HOURS INSPECTION Reimbursement authorization/approval to conduct inspection activities during off hours. Date: 1 (L r (L( 1` I Requested By: H06. V tC-0121-3 Firm/Company: Q�p c f Inspection Information -f7 r [� Project Name: `✓ el 3 * "l Project Address/Location: `l C.v✓\c(el Requested Date for Inspection: o( ( (L-( Contact Name: Permit Number: D2' Special Conditions for Consideration: icd.� Requested Time: Phone Number: RECEIVED CITY OF TUKWILA SEP 0 4 2414, "S.Fili T CENTER ** Contractor will be charged a minimum for three (3) hour inspection time for any off -hours inspection work at $97.50 per hour (minimum total of $292.50). This is to be paid at the time of request. ** The undersigned, as an authorized representative of the above firm, hereby agrees to reimburse the City for its overtime inspections on the above referenced project. A separate invoice will be issued for all inspection time in excess of (3) hours. Signature: Printed Name: Date: 141 (cf CityUse ®nlv Approved: Disapproved: Paid: Receipt No: Date of Approval/Disapproval: Remarks: Authorized Reviewer: H:\Permit Center Forms\Off Hours Inspection.docx 8/4/2014 • City of Tukwila Department of Community Development AMANDA CALDWELL 15 W 7 ST COVINGTON, KY 41011 RE: Permit No. D12-069 BED BATH & BEYOND 400 STRANDER BL Dear Permit Holder: Jim Haggerton, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 9/28/2014. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 9/28/2014, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, '1)4)U Bill Rambo Permit Technician File No: D12-069 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 March 24, 2014 Nick Vichas Apex Electric Inc. 6830 NE Bothell Way Kenmore, WA 98028 • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RE: Request for Extension Development Permit D12-069 Bed Bath & Beyond — 400 Strander Blvd Dear Mr. Vichas, This letter is in response to your written request for an extension to Permit Number D12-069. The Building Official has reviewed your letter and considered your request to extend the above referenced permit. The City of Tukwila Building Division will be extending your permit through September 28, 2014. Please note that the Building Official has extended this permit on the condition that the final inspection must occur prior to this date. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, Rif\ Bill Rambo Permit Technician File: Permit No. D12-069 W:\Pennit Center\Extension Letters\Permits\2012\D12-069 Permit Extension.docx Ts To: City of Tukwila March 19, 2014 Building Department Re: D12-069 Bed Bath & Beyond Mitch Nickolas, I'm Nick Vichas and work with Apex Electric Inc., the local electrical contractor, which will be working on the egress lighting for this open building permit. The building permit D12-069 is set to expire on March 28, 2014 so we are requesting an extension for another six months. We will probably not need six months, but I would rather have this set out so we don't have to come back and ask for this again. We have an active electrical permit (EL130-1340) to install the egress lighting. We have submitted a revised egress plan (Page A1.3) to the building permit which has already been signed off (Jan 16, 2014) from the City of Tukwila. Our materials for this project has already been ordered and shipped to the store and I still need to go and physically count the materials to ensure that everything is there. Once that is completed we have to setup a date to do this work overnights with the store that will be at least two weeks out due to the way the store write the schedule. Once we have a date that we can start we can bring in our equipment to get this going. We are prepared to start around April 5th Since everything has to go through corporate this makes simple tasks lengthy. Our company is just the local electrical contractor that is performing the work so please don't shoot the messenger and I apologize for the delay and we are doing our best to work through the issues and get this completed. I do accept to have this job completed by the end of April per the plans that Bed Bath & Beyond submitted. Thank you for your time and consideration, Nick Vichas General Manager Apex Electric Inc. (206) 364-3900 Office (425) 482-2163 Fax Nick@Apexelectric-inc.com — Email RECEIVED CITY OF TUKWILA MAR 2 0 2014 PERMIT CENTER 2/3/2014 • • City of Tukwila Department of Community Development AMANDA CALDWELL 15 W 7 ST COVINGTON, KY 41011 RE: Permit No. D12-069 BED BATH & BEYOND 400 STRANDER BL Dear Permit Holder: Jim Haggerton, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 3/28/2014. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-431-2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 3/28/2014, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, J m r Marshall Pe i Technician File No: D12-069 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 • • OFF HOURS INSPECTION Reimbursement authorization/approval to conduct inspection activities during off hours. Date: /a .//3 Permit Number: 0/ — 0 6 q Requested By: ..3":";-dit G e. /%.$* C nt/ Firm/Company: L ,734,74Arf"23zionil eyht,r, l Co► a7iar'S Inspection Information Project Name: .43444( 73634.4i Project Address/Location: g'O 574/14hr .'L VDi T1<to1/4/ .111 ?$' Requested Date for Inspection: VaIOo/3 Requested Time: 1:a0 9/PM Contact Name: � de.. Z64/./s Phone Number: (�53) pi/5 — 4i// Special Conditions for Consideration: OEW - gAter ty # '%:71i'yj�j ** Contractor will be charged a minimum for three (3) hour inspection time for any off -hours inspection work at $97.50 per hour (minimum total of $292.50). This is to be paid at the time of request. ** The undersigned, as an authorized representative of the above firm, hereby agrees to reimburse the City for its overtime inspections on the above referenced project. A separate invoice will be issued for all inspection time in excess of (3) hours. Signature: Date: /a?R�,3 Printed Name: 4.4/l RECEIVED CRY OF TUKWILA i_IUl 23 2013 City Use•Only Approved: t Disapproved: Paid: Receipt No: Date of Approval/Disappr• - I: 7/ZA3 Remarks: Authorized Reviewer: PERMIT CENTER H:\Permit Center Forms\Off Hours Inspection.docx 06-03-2013 City• of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director AMANDA CALDWELL 15 W 7 ST COVINGTON KY 41011 RE: Permit No. D12-069 BED BATH & BEYOND 400 STRANDER BL TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 07/22/2013. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-431-2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 07/22/2013, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File: Permit File No. D12-069 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 01-02-2013 City of .Tukwila • Jrm Maggerton; Mayor Department of Con2iunity Development Jack,Pace, Director AMANDA CALDWELL 15 W 7 ST COVINGTON KY 41011 RE: Permit No. D12-069 BED BATH & BEYOND 400 STRANDER BL TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 02/24/2013. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-431-2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 02/24/2013, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, ..----.9c)(4.,0 Bill Rambo Permit Technician File: Permit File No. D12-069 6300 SouthcenterBoulevard,- Suite:#100 Tuk>vrla, Washington 98188 •,Phone•20G-431=,3670 • Fax 20fr431-3665 MIII AMR 111 NMI ARCHITECTURAL GROUP INTERNATIONAL ARCM/EC7URE PLR/JIVING INTERIORS 15 W SEVENTH STREET. COVINGTON, KENTUCKY 41011 TEL (859) 261-5400 FAX (859) 261-5530 April 24, 2012 City of Tukwila Department of Community Development 6300 Southcenter Blvd Suite #100 Tukwila, Washington 98188 RE: Code Review Response for Bed, Bath & Beyond Store # 0371 400 Strander Blvd Application # D12-069 Thank you and your staff for reviewing the drawings for the limited -area remodel of the Bed, Bath & Beyond located in Tukwila, WA. The following is in response to your comment letters dated March 8, 2012 through April 13, 2012. Building Division — Allen Johannessen, Plan Examiner General Comment: All sheets to be the same size. Please find included in this submittal revised structural drawings prepared by Seizmic, Inc. printed to 24"x36" to match the architectural and electrical drawings. 1. There appears to be a new wall with a new door to be installed at the west end of the new work station. However, there are no details for that wall and door installation nor is it clearly identified on the plan. Details shall specify how high the wall is, wall framing materials and fasteners. Please find included in this submittal revised A1.1. A notation has been added to clarify the construction as the gondola channel for support of the rack fixtures detailed in 04 and 04A on sheet A1.1. One rack includes a double acting traffic impact door with no hardware. The notation to relocate the emergency exit sign was included on A4.0. The door type and hardware set legend has been added to sheet A1.1. The door type and hardware sets for all doors are shown on A1.3 for reference of emergency egress. 2. For verification purposes only, the detail 01 on A3.0 shows a reference to detail 01 on sheet F3.1 which I assume is A3.1 since sheet F3.1 is not provided. Verify the reference; the detail can be marked in house without requiring a whole new sheet. That is correct. The detail tag was mislabeled as F3.1 and should be listed as A3.1. 3. Project scope notes on the cover sheet refer to Texas Accessibility and department of licensing. A California fire code is referenced under fire alarm notes. References shall refer to State of Washington, International Codes and local City of Tukwila Codes. The NEC shows 2006 which is now 2008. Please find included in this submittal revised sheet A0.1 removing the Texas and California notations as well as updating the notation to NEC 2008. Planning Division — Jaimie Reavis, Planner The client, Bed, Bath & Beyond has opted to convert the public entrance at the west side of the building to an emergency egress only for loss prevention purposes. The indications for window graphics have been removed from the set. Notations to include merchandise and advertising behind the glazing have been added to revised sheet A1.1 included in this submittal. RECEIVED LTR# CORRECTION�_ p k:0 9 APR 26 2012 PERMIT CENTER Public Works Department — Joanna Spencer, Engineer The client, Bed, Bath & Beyond, has been in contact with the landlord representative in regards to the domestic water and fire prevention line modifications that were detailed in the letter issued to Garfield Southcenter, LLC on 3/13/2012. The property owner's agent has indicated that a meeting has taken place with city contacts and an application for the work submitted. They indicated that they have 90 days to complete the work. Revised items are clouded and tagged as Revision #1. I trust the above information and corresponding drawing revisions and notations satisfactorily address your comments, however if there is any additional information we can provide, please do not hesitate to contact us. Respectfully Submitted, 04a/if', Amanda J. Caldwell Architectural Group International Attachment: Revision Submittal Sheet Revised sheets A0.1, A1.0, A1.1 Sheet A1.3 for reference April 13, 2012 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Amanda Caldwell Architectural Group International 15 West 7th Street Covington, KY 41011 RE: Correction Letter #1 Development Permit Application Number D12-069 Bed, Bath & Beyond — 400 Strander BI Dear Ms. Caldwell, 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, Planning, and Public Works Departments. At this time the Fire Department has no comments. Please contact the correct individual as listed below if you have questions regarding the attached memos. Building Department: Allen Johannessen at 206-433-7163 Planning Department: Jaimie Reavis at 206 431-3659 Public Works Department: Joanna Spencer at 206 431-2440 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, I can be reached at (206) 431-3670. encl File No. D12-069 W:\Permit Center\Correction Letters\2012\D12-069 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: March 8, 2012 Project Name: Bed Bath & Beyond Permit #: D12-069 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. There appears to be a new wall with a new door to be installed at the west end of the New York Station section. However there are no details for that wall and door installation nor is it clearly identified on the plan. Provide plans to clearly identify the new wall and any other potential walls or construction not identified on the plan. Details shall specify how high the wall is, wall framing materials and fasteners. 2. For verification purposes only, the detail 01 on A3.0 show a reference to detail 01 on sheet F3.1 which I assume is sheet A3.1 since sheet F3.1 is not provided. Verify the reference; the detail can be marked in house without requiring a whole new sheet. 3. Project scope notes on the cover sheet refer to Texas Accessibility and department of licensing. A California fire code is referenced under fire alarm notes. References shall refer to State of Washington, International codes and local City of Tukwila codes. The NEC shows 2006 which is now 2008. Show consistency with the Code Data provided on the cover sheet to refer to the current local and international codes. Should there be questions concerning the above requirements, contact the Building Division at 206- 431-3670. No further comments at this time. rr DATE: APPLICANT: RE: ADDRESS: PLANNING DIVISION COMMENTS April 13, 2012 Amanda Caldwell, Architectural Group International D12-069 400 Strander Blvd (parcel #022310-0070) Please review the following comments listed below and submit your revisions accordingly. 1) The exterior appearance was approved through a design review when this building was converted from warehouse use to retail use. The location of entrances facing the public street on the west and south sides of the building was a major design feature of the approved design review. Tukwila Sign Code section 19.20.050 states the following: "Each separate tenant suite with an exterior public entrance is permitted to have one flush -mounted building sign per exterior public entrance" Removal of the public entrance on the west side of the building will make the building - mounted sign on the west facade non -conforming to code. Additionally, permanent window signs, which must be approved through a separate sign permit, are only allowed on building facades which provide a public entrance to the business. To address the items listed above, staff recommends the following options, in order of preference: (1) Retain the existing entrance on the west side of Bed, Bath & Beyond. Permanent window signs/graphics would be allowed per size the restrictions and window coverage limitations of the Tukwila Sign Code. (2) Convert the existing public entrance to an emergency exit only (as proposed), while retaining the transparency of the glazing. Window displays can be created behind the glazing to provide space for merchandising and advertising. If you have any questions related to the comments above, Jaimie Reavis is the planner assigned to the file and can be reached at 206-431-3659. i PUBLIC WORKS DEPARTMENT COMMENTS DATE: March 19, 2012 PROJECT: Bed Bath & Beyond PERMIT NO: D12-069 PLAN REVIEW: Contact Joanna Spencer at (206)431-2440 if you have any questions regarding the following comments. 1) The City has determined that the multiple tenant building where Bed Bath & Beyond is located has deficiencies on the domestic water supply line, and fire prevention lines. a) Domestic Water. A Reduced Pressure Principle Assembly (RPPA), previously called a Reduced Pressure Backflow Assembly (RPBA), shall be installed immediately downstream of the permanent water meter. Installation at another location requires the Public Works Director's approval. The RPPA shall be installed in a Hot Box/Hot Rock or equal freeze protection enclosure anchored to a minimum 4" thick concrete pad. Public Works strongly recommends a power supply for the freeze protection enclosure. b) Fire Prevention Line The existing Double Detector Check Valve Assembly (DDCVA) is not current on the mandatory annual testing required by Washington State Department of Health. Public Works staff has also noticed that the tamper switches to the OSY valves look non- operational. They will need to be fixed. The serial # on the device is 111603 8" Watts. Please have the device tested by a certified tester and submit test results to Public Works. I have enclosed Development Bulletin C5 that describes the design and installation requirements for cross connection control. A separate letter was mailed to the building owner, Garfield Southcenter, LLC on 03/13/2012. The Public Works Director will withhold issuance of this Tenant Improvement permit until the Permit Center receives plans for items 1 a and 1 b or a bond for 150% of the design and installation cost of subject device, together with a letter stating the installation by a certain date. (W:Oth e r/Joan n a/Com me nts D12-069) 1 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D12-069 DATE: 06/09/17 PROJECT NAME: BED BATH & BEYOND SITE ADDRESS: 400 STRANDER BLVD Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 X Revision # 3 after Permit Issued DEPARTMENTS: Building Division Public Works (0-tuvt1 Ill n Fire Prevention Structural n Planning Division nm Permit Coordinator up PRELIMINARY REVIEW: Not Applicable _ (no approval/review required) DATE: 06/13/17 Structural Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 07/11/17 Approved Corrections Required n Approved with Conditions n nDenied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 41P,ERMIT COORD COPY • PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D12-069 PROJECT NAME: BED BATH & BEYOND SITE ADDRESS: 400 STRANDER BLVD X Original Plan Submittal Revision # DATE: 04/04/17 before Permit Issued _ Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: ti -CE CortiL Building Division on Public Works Fire Prevention Structural ❑ Corr • Planning Division ❑ Permit Coordinator u PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 04/06/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved DUE DATE: 05/04/17 ❑ Approved with Conditions ❑ Corrections Required (corrections entered in Reviews) Denied (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: "4(6.. n Departments issued corrections: Bldg- Fire 0 Ping PW 0 Staff Initials: �W 12/18/2013 HERMIT COORD COPY • PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D12-069 DATE: 01/16/2014 PROJECT NAME: BED BATH & BEYOND SITE ADDRESS: 400 STRANDER BL Original Plan Submittal Revision # Response to Correction Letter #_ before Permit Issued X Revision # 420. after Permit Issued DEPARTMENTS: 0\m- 22 •t�� n Building Division Fire Prevention n Planning Division I I Public Works Structural ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 01/21/14 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required ❑ Denied (ie: Zoning Issues) Approved with Conditions (corrections entered in Reviews) DUE DATE: 02/18/14 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 • • PES' CO CO;PY PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D12-069 DATE: 08-16-12 PROJECT NAME: BED BATH & BEYOND SITE ADDRESS: 400 STRANDER BL Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # 1 After Permit Issued DEPARTMENTS: kr al Bol iivi ion 17g NIA Public Works k 11114 I'I— NI let ply/W- ire Prevention Planning Division Structural ❑ Permit Coordinator m DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 08-21-12 Complete Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: TUES/THURS ROUTING: Please Route X Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 09-18-12 Approved Approved with Conditions ❑ Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: Documents/routing slip.doc 2-28-02 • PEAMIT COON COPY• PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D12-069 PROJECT NAME: BED, BATH & BEYOND SITE ADDRESS: 400 STRANDER BL Original Plan Submittal Response to Incomplete Letter # DATE: 04-26-12 X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENTS: &ingon Public Wdfk s Fire Prevention Structural Awc o U I1- Planning Division Permit Coordinator III DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 05-01-12 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required n REVIEWER'S INITIALS: No further Review Required DATE: n APPROVALS OR CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: Approved with Conditions ty/ DUE DATE: 05-29-12 Not Approved (attach comments) n DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: Documents/routing slip.doc 2-28-02 4ILRMIT COORS CORM! PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D12-069 DATE: 03/02/12 PROJECT NAME: BED BATH & BEYOND SITE ADDRESS: 400 STRANDER BL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: 6t , wt.4 a. s Ia— AY V G V ` 2 r I1- �'YL aiivveot Building 'vision Fire Prevention Planning Division M5 viev eA1 .G.11, P Ic W s Structural Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 03/06/12 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire El Ping ❑ PW El Staff Initials: TUES/THURS ROUTING: Please Route, Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 04/03/12 Approved n Approved with Conditions n Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only r►,, CORRECTION LETTER MAILED: 01.0)\ Departments issued corrections: Bldg Fire 0 PIng,1 PW4 Staff Initials: Documents/routing slip.doc 2-28-02 PROJECT NAME: PERMIT O: — G SITE ADDRESS: '400 — ,•, t' ORIGINAL ISSUE DATE: %e -id, REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 1 0-1 -tomCO-1-01t- � (3 � � �iv�/Summary Summary of Revision: rt oC -.Q A D 4 pow -01 Received by: k LI/ REVISION N DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF NITIALS STAFF INITIALS y-4—t� Y..( U'� • �� � � (3 � � �iv�/Summary of Revision: �; �A � ��,,r Received by: Received by: N Ck \Ac-- j (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE 1r//0111 STAFF NITIALS 3 y-4—t� Y..( Summary of Revision: �� trod t Ate- Y4 PL R ceived by s !n (please prin REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: .. Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) 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://wttnv.ci.tukwila.wa.us • Revision submittals must be submitted in person al the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Oci/oq /2o17 Plan Check/Permit Number: D 12-069 O Response to Incomplete Letter # ® Response to Correction Letter # 1 ® Revision # 3 after Permit is Issued O Revision requested by a City Building Inspector or Plans Examiner Project Name: Bed Bath & Beyond Project Address: 400 Strander Blvd Contact Person: KEN 131C-14 Summary of Revision: RECEIVED CITY OF TUKWILA JUN 092017 PERMIT CENTER Phone Number: 541-4(55- 1(.'OD IN M5E'ot4sE To CornotioN1-PrrW # 1 IEv151oN # 3 • 'Cam- 1 R .11 i& Cott4T $ NV 1A6ER ot ADA E1VU.5 1-t4 P✓E DN 140ED ' CleotIMD IN MAW INcr 1 /A- 2.1 v 3. • ToTAL NV ABER a PAMwGi &L.1-5 PRoPosED HAs t 4 1. o%-17 G,oUDED 11.1 DizANN NCI 1/A-2.1 Y3. AU.- c1441.161E5 CLnUDED NareD AS ZVKION I k Sheet Number(s): A-2.1 V3 "Cloud" or highlight all areas of revision including date ofrevis' n c Received at the City of Tukwila Permit Center by: 1J__ Entered in TRAKiT on \applications\forms-applications on linc\revision submittal Created: 8-13-2004 Revised: • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: q. y;. /7 Plan ChecWPermit Number: 11(? • okol ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # 3 after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: D ▪ 41-14 j i> Project Address: Contact Person:D�clot A vow ks• mr. LIN ESL, R1,1 Summary of Revision: -p_elocci-k Phone Number: Zo 6 , Z510 .15-8'fe pq,AL t 1,1 RECEIVED CITY OF TUKWILA APR 0 4 2017 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of rev ion Received at the City of Tukwila Permit Center by: I- Entered in TRAKiT on 1-1-S-'17 W:\Permit Center \Templates\Forms\Revision Submittal Form.doc Revised: August 2015 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: \ (i(.0 9611 Plan Check/Permit Number: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: ?c< a Q 1 Project Address: '4 AcoliNckec �u�w'Ao g1/41 c. Contact Person:y \( V VC.vli 5 Phone Number: l " 0 Summary of Revision: -ea( q&Itr\ CAL*3 JAN 1 s 2014 +laR CEDER Sheet Number(s): "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 H:\Applicattons\Forms-Applications On Line\2010 Applications\7-2010 - Revision Submittal.doc Revised. May 2011 Citytf Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: ��/6/0/� Plan Check/Permit Number: 067 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # RECEIVED CIN OF TUKWILA Revision # / after Permit is Issued AUB 16.2012 i ❑ Revision requested by a City Building Inspector or Plans Examiner PERMIT CENTI<F Project Name: &I BAA 3eirwe #0 3 / 7 kc),'/'1 Project Address: 1/40 57irkgrlc.- BLVD Contact Person: /izvio Syrz ' Phone Number: (96rrf)ii/1 -36 I sack W /�5 (?53) oil Summary of Revision: ‘:114 VA 11 9D12 EtrkM.' , re01,61 , a1 a ,4D/ .s,49/s pn �UGs Sim 0.g ,,1 �75�rt %Iir15 �J �G�d fee) AD/it51z//5 :50,141 a -r Sheet Number(s): "9/, 4' "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 4w Entered in Permits Plus on 06 //� H:\Applications\Forms-Applications On Line\2010 Applications\7-2010 - Revision Submittal.doc Revised: May 2011 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us RECEIvEO 'APR 2.6 2012 datupport Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: • 25. 2o12._ Plan Check/Permit Number: D 12-069 ❑ 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: Bed, Bath & Beyond Project Address: 400 Strander"Bl �/1 Contact Person: mdp4 C..yL[� / z ,44/ Phone Number: O i pnn /. Sb/.5 t',Z 9{ Summa of Revision: fli//Sm/5 Cto uc it)(%/ -1 c7g , ArrA . Sheet Number(s): ,4-o• 1 , A- , c)) A).1 "Cloud" or highlight all areas of revision including date of revisi 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: Contractors or Tradespeople ter Friendly Page General/Specialty Contractor A business registered as a construction contractor with Llil 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 DB GENERAL CONTRACTORS INC UBI No. 602650709 Phone 2537362980 Status Active Address 3320 West Valley Hwy D-106 License No. DBGENGC94309 Suite/Apt. License Type Construction Contractor City Auburn Effective Date 9/29/2006 State WA Expiration Date 9/29/2012 Zip 98001 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date BEDNARIK, DEWAINE President 09/29/2006 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 DEVELOPERS SURETY a INDEM CO 743855C 09/28/2006 Until Cancelled $12,000.00 09/29/2006 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 5 Nationwide Mutual Ins Co ACP7505276908 09/28/2011 09/28/2012 $1,000,000.0009/27/2011 4 Continental Western Ins Co CWP26515525 09/28/2010 09/28/2011 $1,000,000.0009/22/2010 3 Continental Western Ins Co CWP265155 09/28/2008 09/28/2010 $1,000,000.00 09/10/2009 2 CONTINENTAL WESTERN CWP26515521 09/28/2007 09/28/2008 $1,000,000.0009/28/2007 1 CONTINENTAL CAS CO CWP265155 09/28/2006 09/28/2007 $1,000,000.0009/29/2006 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 06/08/2012 ih 0 PLANNING APPROVED . No changes can be madeto these plans without approval from the Planning Division of DCD App By: 06, tkot Date: SYMBOLS LEGEND XXX XXX 000 ROOM NAME & NUMBER KEYED NOTE DOOR NUMBER PARTITION TYPE ELEVATION REFERENCE I SECTION REFERENCE ABBREVIATIONS DETAIL REFERENCE FLOOR TRANSITION TYPE SEPARATE PERMIT I REQUIRED FOR: Mechanical Electrical Plumbing Gas Piping City of Tukwila ,BUILDING DIVISION ofinzAw AFF AHU AL BD BLKT CJ CLG COL CONC CONT CPT CT C/L DBL DF DIA DIM DN EA ELEC ELEV/EL EQ EXIST FD FE FF GALV GYP. BD. HC HDW HM HVAC INFO INSUL MAS ABOVE FINISH FLOOR AIR HANDLING UNIT ALUMINUM BOARD BLANKET CONTROL JOINT CEILING COLUMN CONCRETE CONTINUOUS CARPET CERAMIC TILE CENTER LINE DOUBLE DRINKING FOUNTAIN DIAMETER DIMENSION DOWN EACH ELECTRICAL ELEVATION EQUAL EXISTING FLOOR DRAIN FIRE EXTINGUISHER FINISH FLOOR GALVANIZED GYPSUM BOARD HANDICAPPED HARDWARE HOLLOW METAL HEATING, AIR CONDITIONING, & VENT INFORMATION INSULATION MASONRY GENERAL NOTES MAX MAXIMUM MECH MECHANICAL MIN MINIMUM MTL METAL NA . NOT APPLICABLE NIC NOT IN CONTRACT NOM NOMINAL NTS NOT TO SCALE OC ON CENTER OPP OPPOSITE PLYWD PLYWOOD PREFAB PREFABRICATED PT PAINT QT QUARRY TILE R RISER/RADIUS REF REFERENCE REINF REINFORCE REQ'D REQUIRED RO ROUGH OPENING SIM SIMILAR SPEC SPECIFICATION SS STAINLESS STEEL STL STEEL STOR STORAGE SUSP SUSPENDED T TREAD TELE TELEPHONE TYP TYPICAL UNO UNLESS NOTED OTHERWISE VCT VINYL COMPOSITION TILE VERT VERTICAL WC WATER CLOSET WD WOOD W/ WITH 1. THE WORD "ACCESSIBLE" USED IN THESE DOCUMENTS IS TO MEAN, "APPROACHABLE AND USABLE BY PERSONS WITH DISABILITIES IN COMPLIANCE WITH ALL APPLICABLE BUILDING CODES." 2. ANY CHANGES IN THE AUTOMATIC FIRE PROTECTION SYSTEM ARE REQUIRED PURSUANT TO NFPA 13 AND THE PLANS WILL BE PROVIDED AS SEPARATE SUBMITTAL FOR REVIEW AND APPROVAL BY BUILDING AND SAFETY AND FIRE DEPARTMENTS PRIOR TO INSTALLATION. 3. THE AUTOMATIC FIRE PROTECTION SYSTEM SHALL BE MAINTAINED IN AN OPERABLE CONDITION AT ALL TIMES DURING CONSTRUCTION OR ALTERATION. THE FIRE DEPARTMENT SHALL BE NOTIFIED IMMEDIATELY IF THE SYSTEM IS SHUT DOWN OR OTHERWISE TAKEN OUT OF SERVICE FOR ANY LENGTH OF TIME. 4. G.C. TO PROVIDE AND INSTALL FIRE EXTINGUISHERS AT AFFECTED AREAS AS REQUIRED. CONFIRM EXACT QUANTITY AND LOCATION WITH FIRE MARSHALL IN FIELD. FIRE EXTINGUISHERS ARE TO BE PROVIDED EVERY 3,000 SQ. FT. 5. LOWER PORTIONS OF POSTS EXPOSED TO DAMAGE BY MOVING EQUIPMENT SHALL HAVE PROTECTIVE DEVICES. 6. THERE IS TO BE IN PLACE A WRITTEN AND APPROVED EMERGENCY PLAN FOR EMERGENCY EGRESS AND RELOCATION OF OCCUPANTS. ALL EMPLOYEES SHALL BE INSTRUCTED AND PERIODICALLY DRILLED WITH RESPECT TO DUTIES UNDER PLAN. 7. EMERGENCY LIGHTING SYSTEMS PROVIDE A MINIMUM OF ONE FOOT CANDLE OF ILLUMINATION FOR A MINIMUM DURATION OF ONE HOUR AS REQUIRED BY THE NATIONAL ELECTRICAL CODE AND IBC. 8. ALL EGRESS TO BE FREE AND CLEAR AT ALL TIMES. 9. EXISTING KNOX BOX KEY LOCATIONS ARE TO REMAIN. GENERAL CONTRACTOR TO COORDINATE WITH FIRE MARSHALL IN FIELD FOR ANY NEW OR RELOCATED BOX REQUIREMENTS. 10.ALL EQUIPMENT SHALL BE U.L. LISTED AND INSTALLED ACCORDING TO THE LISTINGS. STORE NO. 371 400 STRANDER BLVD., TUKWILA, WA 98188 CODE DATA PROJECT DIRECTORY APPLICABLE CODES BUILDING CODE: STRUCTURAL CODE: PLUMBING CODE: MECHANICAL CODE: ELECTRICAL CODE: ACCESSIBILITY: ENERGY CODE: FIRE/LIFE SAFETY CODE: 2009 IBC (STATE BUILDING CODE, WAC CHAPTER 51-50) 2009 IBC (STATE BUILDING CODE, WAC CHAPTER 51-51) 2009 UPC (STATE BUILDING CODE, WAC CHAPTERS 51-56 & 51-57) 2009 IMC (STATE BUILDING CODE, WAC CHAPTER 51-52) 2008 NEC (LAWS, RULES & REGULATIONS FOR ELECTRICAL WIRES AND EQUIPMENT, WAC 296-46B) ADAAG (STATE BUILDING CODE, WAC CHAPTER 51-40 2009 WASHINGTON STATE ENERGY CODE (STATE BUILDING CODE, WAC CHAPTER 51-11) 2009 IFC, NFPA 58 & 54 (STATE BUILDING CODE, WAC SUPPLEMENTS: TUKWILA MUNICIPAL CODE CODE STATISTICS OCCUPANCY CLASSIFICATION: MERCANTILE (EXISTING - NO CHANGE) CONSTRUCTION CLASSIFICATION: TYPE IIIB (EXISTING - NO CHANGE) NO PROTECTION IS REQUIRED ON STRUCTURAL COLUMNS AS THE NEW CONSTRUCTION TYPE AND EXISTING CONSTRUCTION SHALL REMAIN CONSISTENT. FIRE PROTECTION SYSTEM AUTOMATIC SPRINKLER SYSTEM: YES FIRE ALARM SYSTEM: YES MEANS OF EGRESS EXIT LOCATIONS WILL NOT BE CHANGED OCCUPANT LOAD SHALL REMAIN THE SAME EXIT REQUIREMENTS SHALL REMAIN THE SAME CHAPTER 51-42) DOOR HARDWARE ALL EXIT DOORS SHALL MAINTAIN EXISTING HARDWARE. IF PANIC HARDWARE IS NOT IN PLACE, IT SHALL BE INSTALLED. PLUMBING FACILITIES (NOT IN THIS RENOVATION) PLUMBING FIXTURES REQUIRED WATER CLOSETS: REMAIN LAVATORIES: REMAIN URINALS: REMAIN DRINKING FOUNTAINS: REMAIN UTILITY SINKS: REMAIN FIRE SUPPRESSION NOTES: REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. TOTE: Revisions will require a new plan submittal and may include additional plan review fans. ALL FIRE SPRINKLER HEADS SHALL REMAIN IN CURRENT LOCATION. IF HEADS ARE REQUIRED TO MOVE DUE TO AN UNFORSEEN CONDITION, THE GENERAL AND FIRE PROTECTION CONTRACTOR WILL BE REQUIRED TO NOTIFY THE BUILDING AND FIRE DEPARTMENT OF NECESSRY ADJUSTMENTS. IF A NEW HEAD SHALL BE DROPPED INTO AN AREA RECEIVING A NEW WALL, THE HEAD SHALL MAINTAIN GREATER THAN 4" FROM ANY WALL WITHIN THE SPACE. IF IT DOES NOT MEET THAT CRITERIA, IT SHALL BE REVIEWED UNDER A SEPARATE SUBMITTAL. FIRE ALARM NOTES: ALL EXISTING FIRE ALARM DEVICES SHALL REMAIN. ANY CHANGES REQUIRED DUE TO FIXTURE OR WALL PLACEMENT SHALL BE RELOCATED ACCORDING TO THE NFPA AND LOCAL FIRE CODES AND SUBMITTED TO THE BUILDING DEPARTMENT FOR REVIEW. EXIT SIGNS/EMERGENCY LIGHTS ALL EMERGENCY LIGHTING AND EXIT SIGNS SHALL REMAIN. IF ADDITIONAL SIGNS ARE REQUIRED DUE TO LOCATION OF NEW FIXTURE INSTALLATIONS, THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT SO THAT PROPER LOCATIONS MAY BE SHOWN ON THE DRAWING AND SUBMITTED TO THE PLANS EXAMINER. EXTERIOR SIGNS: THE EXTERIOR SIGNS SHALL REQUIRE APPROVAL AND SEPARATE PERMITS. MECHANICAL AND ELECTRICAL WORK: ALL MECHANICAL AND ELECTRICAL WORK SHALL BE EXECUTED UNDER A SEPARATE PERMIT AS SUBMITTED BY STATE LICENSED CONTRACTORS AND AS PER APPLICATION SUBMITTED FOR SUCH WORK. THE MECHANICAL AND ELECTRICAL DRAWINGS CONTAINED IN THIS SET IS FOR REFERENCE ONLY AND THE ARCHITECT HAS INCLUDED IT FOR PLAN REVIEW AND SCOPE PURPOSES. EXIT WIDTH ALL EXIT AISLES AND EXIT WAYS SHALL MAINTAIN A MINIMUM OF 44" WIDTH. ALL AISLES THAT ARE NOT CONSIDERED MAIN EXIT WAYS SHALL MAINTAIN A MINIMUM WIDTH OF 36" DOOR HARDWARE ALL DOOR HARDWARE SHALL HAVE LEVER HANDLES THAT DO NOT REQUIRE SPECIAL KNOWLEDGE, STRENGTH OR EQUIPMENT TO OPERATE. THE DOOR HARDWARE SHALL ACCOMMODATE A FLAIL HAND OR A CLOSED FIST. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. PROVIDE SELF -RELEASING LOCKING DEVICES ON EXIT DOORS. ELECTRICAL ELECTRICAL CONTRACTOR TO DISCONNECT AND RECONNECT TO EXISTING CIRCUITS. NO ADDITIONAL CIRCUITS OR PANELS REQUIRED. TENANT BED BATH AND BEYOND 650 LIBERTY AVE UNION, NJ 07083 CONTACT: STEPHEN CHIPKIN PHONE: 908-688-0888 Stephen.Chipkin@bedbath.com ENGINEER PRECISION ENGINEERING GROUP, LLC 1560 EAST 21ST STREET TULSA, OK PHONE: 918-749-3000 FAX: 918-749-3003 GWiley@precisiongroup.net ARCHITECT ARCHITECTURAL GROUP INTERNAT'L 15 WEST 7TH STREET COVINGTON, KY 41011 CONTACT: TIM SEAMAN PHONE: 859-261-5400 FAX: 859-261-5530 TSeaman®agi-us.com STRUCTURAL ENGINEER SEIZMIC ENGINEERING, INC. 161 ATLANTIC STREET POMONA, CA 91768 CONTACT: SAL E. FATEEN PHONE: 909-869-0989 FAX: 909-869-0981 SFateen@seizmicinc.com OCCUPANCY & EGRESS CALCULATIONS OCCUPANT CALCULATIONS: MERCANTILE (RETAIL): _ MERCANTILE (RECEIVING&PRE-SALES): = (AUXILIARY (OFFICE / RESTROOMS): = TOTAL OCCUPANT LOAD EGRESS WIDTH CALCULATIONS: MERCANTILE (RETAIL): MERCANTILE (RECEIVING): OFFICE / RESTROOMS: 36,386 S.F. /30 = 6,636 S.F. /300= 2,518 S.F. /100= 45,540 S.F. 1,213 x 22 x 25 x 1,213 PERSONS 22 PERSONS 25 PERSONS 1,260 PERSONS 0.20 = 242.57 " 0.20 = 4.42 0.20 = 5.04 " TOTAL EGRESS WIDTH REQUIRED = TOTAL EGRESS WIDTH PROVIDED = MAXIMUM TRAVEL DISTANCE TO EXIT: REQUIRED: 25O'-0" PROVIDED: 241'-0" BUILDING AREA 252.03 " 352.00 " MERCANTILE WAREHOUSE OFFICE AREA/RESTROOMS: TOTAL GROSS AREA: BUILDING HEIGHT: AFFECTED AREA 36,386 S.F. 6,636 S.F. 2,518 S.F. 45,540 S.F. EXISTING H.B.C./COSMETICS DEPARTMENT F.T.G./DINNERWARE/SOFT KITCHEN DEPARTMENTS TOTAL AFFECTED AREA PARCEL INFORMATION 4,023 S.F. 2,741 S.F. 6,764 S.F. KING COUNTY: 022310-0070 ANDOVER INDUSTRIAL PARK # 2 LESS FT MEAS PLW S MGN OF BAKER BLVD & LESS ST RACKING AND FIXTURE AFFECTED AREAS KEY PLAN GUITAR CENTER REI A A N 459 mm BED, BATH & BEYOND SCALE:NONE PROJECT LOCATION PLAN NORTH VICINITY MAP SCALE:NONE FILE C PV Permit No. DIE -ail Plan review approval is to errors and omissions. Approval of construction documents doas not authcnt the violation of any adopted code or ordinance. Rcce.3 of approved Fi Copy and is acknowlsdg.th BY Jor City Of 7Ukwila BUILDING DIVISION DRAWING INDEX DRAWING NUMBER DRAWING NAME ISSUED FOR PERMIT REVISED A0.1 COVER SHEET 02/29/12 04/25/12 A1.0 FIXTURE AND BANNER LOCATION PLAN 02/29/12 04/25/12 A1.1 ENLARGED FIXTURE AND BANNER LOCATION PLANS 02/29/12 04 25 12 A1.3 EXIT / EGRESS PLAN, DOOR AND HARDWARE TYPES 1 02/29/12 A2.0 FLOOR FINISH PLANS, NOTES AND DETAILS 02/29/12 A2.1 ENLARGED FLOOR FINISH PLANS, NOTES AND DETAILS 02/29/12 A3.0 POWER, SPECIALTY LIGHTING PLANS AND NOTES 02/29/12 A3.1 ENLARGED POWER, SPECIALTY LIGHTING PLANS & NOTES 02/29/12 A4.0 LIGHTING PLANS AND NOTES 02/29/12 12-0193-A LIGHT DUTY STORAGE (PREPARED BY SEIZMIC, INC.) 02/07/12 12-0193-B GONDOLA DETAILS (PREPARED BY SEIZMIC, INC.) 02/07/12 F6 SEISMIC PLAN (PREPARED BY SEIZMIC, INC.) 02/07/12 E3.0 FLOOR PLAN - POWER 02/28/12 E3.1 FLOOR PLAN - LIGHTING 02/28/12 E4.0 SPECIALTY LIGHTING PLAN AND NOTES 02/28/12 E4.1 ELECTRICAL DETAILS AND NOTES 02/28/12 E5.0 RISER DIAGRAM AND NOTES 02/28/12 E6.0 PANEL SCHEDULES 02/28/12 PROJECT SCOPE THE WORK SHALL CONSIST OF NEW DEPARTMENT FIXTURES, FURNITURE, MINOR ELECTRICAL AND SPECIALTY LIGHTING, SELECT COLUMN ENCLOSURES AND FINISHES. WORK SHALL FOLLOW THE BEST PRACTICES OF METHODS AND MATERIALS OF CONSTRUCTION. SITE PLAN: SINCE THE PROJECT SCOPE IS COMPRISED OF AN INTERIOR STORE FIXTURE RESET OF LIMITED -AREA, EXISTING SITE ELEMENTS SUCH AS PARKING AND SITE UTILITIES ARE EXISTING TO REMAIN, ARE NOT BEING MODIFIED, AND ARE NOT INCLUDED AS PART OF THIS PROJECT. ENERGY EFFICIENCY FORM: THE HEATING AND COOLING EQUIPMENT ARE EXISTING TO REMAIN, AND THERE ARE NO DUCTWORK CHANGES BEING PROPOSED UNDER THIS PROJECT. FIRE SAFETY PLAN: ALL EXISTING EGRESS AND ACCESSIBILITY ROUTE REQUIREMENTS ARE EITHER BEING MAINTAINED OR ARE BEING IMPROVED. BUILDING ELEMENTS RELATED TO THIS ARE EXISTING TO REMAIN, ARE NOT BEING MODIFIED, AND ARE NOT INCLUDED AS PART OF THIS PROJECT. FIRE PROTECTION: ANY FIRE WALLS OR PENETRATION THEREOF, INTERIOR FINISHES, ROOF COVERING, FIRE BLOCKING, FIRE DAMPERS, FIRE ALARMS, FAC 61G SYSTEM, FIRE EXTINGUISHERS, STANDPIPE RISERS, OR SMOKE CONTROL ELEMENTS ARE EXISTING TO REMAIN WITH NO MODIFICATIONS PROPOSED THERETO. ANY PLANS AND SPECIFICATIONS FOR PROPOSED FIRE SUPPRESSION WORK SHALL BE BY A LICENSED FIRE SUPPRESSION INSTALLATION VENDOR AND ARE NOT PART OF THIS APPLICATION. THERE IS NO EXISTING OR PROPOSED GREASE HOOD AS PART OF THIS PROJECT. THE CLEAR SPACE BELOW FIRE SPRINKLERS SHALL BE A MINIMUM OF 18° BELOW THE TOP OF THE STORAGE AND THE CEILING SPRINKLER DEFLECTOR. SCHEDULES/TABLES: ALL DOORS AND WINDOWS, AND THEIR RELATED CONNECTION DETAILS, AS WELL AS LINTELS AND ROOF/WALL SHEATHING CONNECTIONS, ARE EXISTING TO REMAIN WITH NO MODIFICATIONS PROPOSED. ACCESSIBILITY CODE: EXISTING SITE ELEMENTS SUCH AS PARKING AND ACCESSIBLE ROUTE ARE EXISTING TO REMAIN, ARE NOT BEING MODIFIED, AND ARE NOT INCLUDED AS PART OF THIS PROJECT. DRINKING FOUNTAINS, PHONES, ETC. ARE EXISTING TO REMAIN, ARE NOT BEING MODIFIED, AND ARE NOT INCLUDED AS PART OF THIS PROJECT. TRANSIENT LODGING, ASSEMBLY OCCUPANCY AND DETAILS TO INDICATE COMPLIANCE WITH SPECIFIC OCCUPANCY REQUIREMENTS ARE NOT RELEVANT TO THIS PROPOSED PROJECT. REQUIRED MEANS OF EGRESS TO REMAIN CLEAR AT ALL TIMES. PLUMBING: ALL PLUMBING ITEMS ARE EXISTING TO REMAIN, ARE NOT BEING MODIFIED, AND ARE NOT INCLUDED AS PART OF THIS PROJECT. HVAC: ALL EXISTING HVAC ITEMS ARE EXISTING TO REMAIN, ARE NOT BEING MODIFIED, AND ARE NOT INCLUDED AS PART OF THIS PROJECT. THE PROPOSED WALLS ARE PARTIAL HEIGHT AND DO NOT AFFECT THE EXISTING DUCTWORK LAYOUT. GAS: ALL GAS -RELATED ITEMS ARE EXISTING TO REMAIN, ARE NOT BEING MODIFIED, AND ARE NOT INCLUDED AS PART OF THIS PROJECT. SPECIAL INSPECTIONS: GENERAL CONTRACTOR SHALL COORDINATE SPECIAL INSPECTIONS AS REQUIRED IN ACCORDANCE WITH APPLICABLE CODES AND LOCAL ORDINANCES. REVIEWED FOR CODE COMPLIANCE APPROVED MAY 142012 • fr a\, ila BUILD N (VISION CORRECTION LTR# *1)11-0 �q ECEIVED APR 26 2012 PERMIT CENTER\ Ammo NM' ARCHITECTURAL GROUP i NTERNATIONAL 15 WEST SEVENTH STREET COVINGTON, KENTUCKY 41011 PH 859-261-5400 FAX 859-261-5530 DESIGNER NOTE CHECKLIST 0 z APPLICABLE NOT APPLICABLE NOTE # APPLICABLE NOT APPLICABLE DISTRIBUTION: DATE: ISSUE FOR PERMIT 02/29/12 CODE COMMENTS 04/25/12 ARCH. PROJECT# BBB PROJECT # 110925 #371 Ravi DRAWN: CHECKED: AJC TS EXPIRES: 6/4/2012 LICENSE: 9167 DRAWING TITLE: COVER SHEET A0.1 PAINTIINSTALL HC PARKIrJ.4 TcAcLLSSVAIs LE' 40 rNGg�.-- m snnc MaDLs EXNTSTASLS �VERIFY„THSS rA j CCCC "a OPEN NOT NER DREG IT ONL vj SCOPE 1 AREA ENLARGEMENT 5 I CALF „a , oTEs 50 IN BLuE PADA SIGN O TYP VANACCESSIBLE AOA SIGN OADA PARKING SIGN DETAILS st iTuoic 17) INSTALL SIGNAGE REMOVED FROM OTHER LOCATIONS IN FRONT OF EACH HC PARKING MATCH METHOD AND DIMENSIONS F SIGNAHEC INPAADJ SCENT EXISTING EE DIETAIL a THIS SHEET FOR TYPICAL A IGNAGE REQUIREMENTS REMOVE OR PAINT OVER EXISTING O✓EANY PARKINGSYMBOLS PARKING2) ESIANDPATcwREPNIR MOUNTING SURFACES AS NECESSARY No changes st,=10=meto lha ;reap ' Of Work nnthcipncr 2,0rOvel ni NOM ri rrs I.o:erL4nnn 0. I, 1 and may ln,';:de xdd+lanxl plan rcnv dr=. 'r PARKING TOTAL EXISTING: 221 PARKING TOTAL, NEW: 221 (INCLUDES 2 VAN ACCE SIBLE) / EELS COPY %/,:// Permit Mo. �Iti-VA (// Plan rerlr:.T -., ;--,: iD sul,Jaal to errors and�:,a� Approval of c0::.:- ":,x �a�a,cros Coc;rs.yj u, r the violation of 0 J Edopted Node wordna0TP of approved -r-id Copy and oondili ns is oCd!) a o� fly �/ Date: 7Z./ //,',/ % `i TWO STORY City of Tukwila /. CONC. BUILDING BUILDING DIVISION Exterior Building Footprint Area: 04,779 Square Feet More or Less SCOPE yyy• / ®ec00 0 scope /l jpr LLqL %/+ / /i %ram //% %%' i/ SCOPE 1 SOUTH 164th ST�EET (STRANDER BOULEVARD) 0 EXISTING CONDITION SITE PLAN SCOPE 4 AREA ENLARGEMENT ARK NGSI, STRIPINIGTANO STALLS GE FOR THESE AND(1)ACCES) S PATCH/REPAIR SIGIJAGE TYATEsNrENFIO 'Arc ZAMME COMPONENTS FOOE INSTALLATION IN NEW SCOPE 2 AREA ENLARGEMENT REMOVE ALL HC PAINT, ANGS, AND CCESS FOR THESE (3) STALLS LLS AND (2) CCPATcH/REPAIR SIGNAGE MOUNT SURFACES CORREiTIOIV' RECEIVoD CITY OF TU WILA JUN 0 9 2111 REVISION'0. PERMIT CE TER 3 u`Oi rno G GROUP ADA MODIFICATIONS DATE ISSUE ITE PLAN 10.0715 v.2 SITE PLAN v3 SITE PLAN v3 CORRECTION &CORRECTION REVIE D FOR CODE COMPLIANC OSCOPE 3 AREA ENLARGEMENT APPROVED GALE. na. = ra. JUN 2 2 2017 Cib of Tukwila BUILDING DIVISI —2.1 v3 5-07-00 F16, GENERAL NOTES HARDWARE SETS AND DOOR TYPES . G.C. TO PROVIDE AND INSTALL FIRE EXTINGUISHERS AT AFFECTED AREAS AS REQUIRED. CONFIRM EXACT QUANTITY AND LOCATION WITH FIRE MARSHALL IN FIELD. FIRE EXTINGUISHERS ARE TO BE PROVIDED EVERY 3,000 SQ. FT. 2. THERE IS TO BE IN PLACE A WRITTEN AND APPROVED EMERGENCY PLAN FOR EMERGENCY EGRESS AND RELOCATION OF OCCUPANTS. ALL EMPLOYEES SHALL BE INSTRUCTED AND PERIODICALLY DRILLED WITH RESPECT TO DUTIES UNDER PLAN. 3. ALL EGRESS TO BE FREE AND CLEAR AT ALL TIMES. 4. THE PATH OF ACCESSIBLE TRAVEL SHALL HAVE A MINIMUM CLEAR WIDTH OF 4'-0". 5. THE MAXIMUM TRAVEL DISTANCE TO AN EXIT NOT TO EXCEED 200'-0". 6. EXISTING KNOX BOX KEY LOCATIONS ARE TO REMAIN. GENERAL CONTRACTOR TO COORDINATE WITH FIRE MARSHALL IN FIELD FOR ANY NEW OR RELOCATED BOX REQUIREMENTS. 7. ALL EQUIPMENT SHALL BE U.L. LISTED AND INSTALLED ACCORDING TO THE LISTINGS. 8. PROPOSED ELECTRICAL WORK TO BE IN COMPLIANCE WITH THE REQUIREMENTS OF NFPA 70. THERE ARE NO PROPOSED MODIFICATIONS TO THE HVAC SYSTEM. 9. ELECTRICAL CONTRACTOR TO DISCONNECT AND RECONNECT TO EXISTING CIRCUITS NO ADDITIONAL CIRCUITS OR PANELS WILL BE REQUIRED. 10.THE ELECTRICAL CONTRACTOR WILL FIELD VERIFY EXISTING LOADS ON THE CIRCUIT AND WILL NOT EXCEED 80% OF THE CIRCUIT BREAKER RATING. (I.E. 16 AMPS ON A 20 AMP CIRCUIT BREAKER). 11.ALL WORK SHALL BE ACCOMPLISHED IN STRICT ACCORDANCE WITH GOOD INSTALLATION PRACTICES, SPECIFICATIONS AND THE LATEST EDITIONS OF ALL APPLICABLE LOCAL, STATE AND NATIONAL CODES. ALL COMPONENTS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. ACCESSIBILITY NOTES 1. COMPLIANT ACCESS FOR PARALLEL APPROACH IS TO BE 34" HIGH MAXIMUM COUNTER HEIGHT (34" MAXIMUM SIDE REACH PERMITTED OVER OBSTRUCTION) MINIMUM 30" WIDE BY 48" LONG APPROACH WITH MINIMUM 60" AISLE. 2. WHERE FIXED OR BUILT-IN SEATING, TABLES OR COUNTERS ARE PROVIDED IN ACCESSIBLE PUBLIC USE OR COMMON USE AREAS, 5 PERCENT, BUT NEVER LESS THAN ONE, MUST BE ACCESSIBLE AS PROVIDED IN THIS SECTION. AN ACCESSIBLE ROUTE OF TRAVEL SHALL LEAD TO AND THROUGH SUCH FIXED OR BUILT-IN SEATING AREAS OR TABLES. 3. IF SEATING SPACES FOR PERSONS IN WHEELCHAIRS ARE PROVIDED AT FIXED TABLES OR COUNTERS, CLEAR FLOOR SPACE SHALL BE PROVIDED. SUCH CLEAR FLOOR SPACE SHALL NOT OVERLAP KNEE SPACE BY MORE THAN 19". KNEE CLEARANCE. IF SEATING FOR PERSONS IN WHEELCHAIRS IS PROVIDED AT FIXED TABLES OR COUNTERS, KNEE SPACES AT LEAST 27" HIGH, 30" WIDE AND 19" DEEP SHALL BE PROVIDED. EXCEPTION: KNEE CLEARANCE IS NOT REQUIRED AT CHECKOUT COUNTERS OR SERVICE DESKS/COUNTERS. 4. HEIGHT OF WORK SURFACES. THE TOPS OF TABLES AND COUNTERS SHALL BE 28" TO 34" FROM THE FLOOR OR GROUND. 5. AT THE CUSTOMER SERVICE DESK WHERE A SINGLE COUNTER CONTAINS MORE THAN ONE TRANSACTION STATION, AT LEAST 5%, BUT NEVER LESS THAN ONE, OF EACH TYPE OF STATION SHALL BE LOCATED AT A SECTION OF COUNTER THAT IS AT LEAST 36" LONG AND NO MORE THAN 28" TO 34" HIGH. THERE IS A 5'-8 1/2" WIDE SECTION AT THE FRONT OF THE CUSTOMER SERVICE DESK AND A 6'-9 1/2" WIDE SECTION TO THE SIDE FOR ACCESSIBLE ACCESS. 6. SALES AND SERVICE COUNTERS, TELLER WINDOWS, AND INFORMATION COUNTERS. IN DEPARTMENT STORES AND MISCELLANEOUS RETAIL STORES WHERE COUNTERS HAVE CASH REGISTERS AND ARE PROVIDED FOR SALES OR DISTRIBUTION OF GOODS OR SERVICES TO THE PUBLIC, AT LEAST ONE OF EACH TYPE SHALL HAVE A PORTION OF THE COUNTER WHICH IS AT LEAST 36" IN LENGTH WITH A MAXIMUM HEIGHT OF 34" ABOVE THE FINISH FLOOR AND LOCATED ON AN ACCESSIBLE ROUTE. 7. CUSTOMER SERVICE DESKS TO HAVE MAXIMUM 34" HIGH DESKTOP WITH MINIMUM 27" HIGH KNEE CLEARANCE FOR DEPTH OF 1'-7". 8. MINIMUM NUMBER OF CHECK OUT STANDS TO BE ACCESSIBLE PER THE FOLLOWING: 1-4 STANDS (1 ACCESSIBLE MINIMUM) 5-8 STANDS (2 ACCESSIBLE MINIMUM) 9-15 STANDS (3 ACCESSIBLE MINIMUM) OVER 15 (3 PLUS 20% OF ADDITIONAL AISLES ARE TO BE ACCESSIBLE. 9. BRIDAL REGISTRY DESK TO HAVE MAXIMUM 34" HIGH DESKTOP WITH MINIMUM 27" HIGH KNEE CLEARANCE FOR DEPTH OF 1'-7" AND MINIMUM WIDTH OF 30". ISLAND DESK TOP OPEN UNDERNEATH. 10.COMPLIANT ACCESS TO REGISTER IS PARALLEL APPROACH WITH COUNTER WHICH IS AT LEAST 36" IN LENGTH (ACTUAL 3'-11 3/4") WITH A MAXIMUM HEIGHT OF 34" (ACTUAL 33") ABOVE THE FINISHED FLOOR AND WITH MINIMUM 30" WIDE BY 48" LONG CLEAR APPROACH WITH MINIMUM ACCESSIBLE ROUTE OF 60". SEPARATE PERMIT REQUIRED FOR: Mechanical Electrical ►+ Plumbing L Gas Piping HARDWARE SET NO. 1: AL AUTOMATIC SLIDING ENTRANCE DOOR QTY. MODEL # DESCRIPTION 1 SI3 ADHESIVE SIGN "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" 1 CO1 BRASS CONTRUCTION CORE NOTES: 1. ALL OTHER DOOR FINISH HARDWARE SHALL BE FURNISHED BY THE ALUMINUM DOOR MANUFACTURER/ INSTALLER. 2. DRAWING KEY SYMBOL 1363-1": PROVIDE STANLEY DURA -GLIDE 3000, TYPE O -SX -SX -O BI -PARTING WITH INTERMEDIATE DOOR AND SIDELITE MUNTINS; BBB NATIONAL ACCOUNT MODEL NO. BB3-1. PRE -WIRE CONTACTS TO ENERGIZE AIR CURTAIN/ DOOR HEATER, HARDWARE SET NO. 6: QTY. MODEL # 1 3 1 C1 H1 K1 T1 1 W1 1 DC2 1 V1 1 El 2 CY4 2 CO1 1 RD1 1 P3 NOTES: HM EXTERIOR DOOR DESCRIPTION PARALLEL ARM CLOSER (INTERIOR SIDE) FULL MORTISE HINGES (NRP) KICKPLATE 10"x34" (INTERIOR SIDE) ALUMINUM SADDLE THRESHOLD 1/2" x 5" (ADA COMPLIANT) W/ NEOPRENE GASKET. WEATHERSTRIPPING, JAMBS, & HEAD DOOR BOTTOM "DOOR SPY" SECURITY DOOR VIEWER EXIT DEVICE W/ EXIT ALARM, EXIT ALARM CYLINDER, & OUTSIDE TRIM RIM CYLINDER (INTERIOR & EXTERIOR SIDE) BRASS CONSTRUCTION CORE DOOR DRIP CAP DETENTION PULL (INTERIOR SIDE) 1. G.C. TO INSTALL DECAL SIGN WHICH STATES, " EMERGENCY EXIT ONLY, ALARM WILL SOUND". 2. ADDITIONAL HARDWARE AS REQUIRED FOR DOUBLE EXTERIOR DOORS. HARDWARE SET NO. 7: HM INTERIOR DOOR QTY. MODEL # DESCRIPTION 3 H2 FULL MORTISE HINGES 1 L3 LOCKSET 1 S1 FLOOR DOME STOP 1 C2 REGULAR ARM CLOSER 1 CO1 BRASS CONSTRUCTION CORE HARDWARE SETS NO. 8 AND 18: DOUBLE ACTING IMPACT DOOR 1. CUSTOM -SIZED DOUBLE ACTING TRAFFIC IMPACT DOORS WITH STEEL DOOR FRAMES. 2. CHASE -INDUSTRIES BBB -4482D IMPACT DOORS, COLOR BLACK, CUSTOM -SIZED 44' X 82' DOOR (48' X 84' NOMINAL FRAME SIZE/ ROUGH OPENING). 3. PROVIDE CHASE -INDUSTRIES SERIES 350 I FTG DOOR, COLOR TIMBER WOLF, CUSTOM SIZE 44" X 82" DOOR (48" X 84" NOMINAL FRAME, SIZE/ROUGH OPENING) DOOR TO HAVE DEADBOLT LOCK. DOOR FRAME: CUSTOM -SIZED CHASE -INDUSTRIES, PREFINISHED, POWDER -COATED, COLOR TIMBER WOLF. CONTRACTOR TO INSTALL PULL HANDLES ON BOTH SIDES OF DOOR. HANDLES SUPPLIED BY VENDOR. HARDWARE SET NO. 9: HM INTERIOR DOOR (LOCATED AT TOILET ROOMS) QTY. 3 1 1 1 1 1 1 MODEL # H2 P1 P2 S1 C2 K1 S4 3'-6" DOOR WIDTH 6"x30" 1 -WAY MIRROR F- CC 0 0 0 0 T.G. FS INTERNATIONAL SYMBOL OF ACCESSIBILITY DECAL, 6"x6" MIN. DESCRIPTION FULL MORTISE HINGES PUSH PLATE DOOR PULL FLOOR DOME STOP PARALLEL ARM CLOSER (AT TOILET ROOM SIDE) KICKPLATE 10" x 34" (AT TOILET ROOM SIDE) SIGN "MEN & WOMEN" 3'-0" 7'-0" DOOR HEIGHT DOOR WIDTH 24"x36" VISION LITE T.G. T.G. FV 6'-10" FRAME O.A. 3'-8" DOOR WIDTH BBB -4482D 7'-0" WIDE OPENING 3'-8" HARDWARE SET NO. 10: QTY. MODEL # 3 1 1 H2 L3 CO1 HM INTERIOR DOOR DESCRIPTION FULL MORTISE HINGES LOCKSET BRASS CONSTRUCTION CORE HARDWARE SET NO. 12: HM INTERIOR DOOR QTY. MODEL # DESCRIPTION 3 H2 FULL MORTISE HINGES 1 L1 LOCKSET 1 S1 FLOOR DOME STOP 1 CO1 BRASS CONSTRUCTION CORE HARDWARE SET NO. 13: HM INTERIOR DOOR (UNDERCUT 1 3/4") QTY. MODEL # 3 H1 1 L6 1 C2 1 WS -1 1 V1 1 CO1 DESCRIPTION FULL MORTISE HINGES (NRP) LOCKSET PARALLEL ARM CLOSER (GENERAL OFFICE WALL STOP "DOOR SPY" SECURITY DOOR VIEWER BRASS CONSTRUCTION CORE HARDWARE SET NO. 14: HM INTERIOR DOOR QTY. MODEL # DESCRIPTION 3 H2 FULL MORTISE HINGES SIDE) L2 PASSAGE LOCKSET K2 KICKPLATE 10" x 40" (GENERAL OFFICE SIDE) S1 FLOOR DOME STOP HARDWARE SET NO. 16: HM INTERIOR DOOR QTY. 3 MODEL # DESCRIPTION H2 FULL MORTISE HINGES K2 KICKPLATE 10" x 40" (PUSH SIDE) S1 FLOOR DOME STOP C2 PARALLEL ARM CLOSER (PUSH SIDE) TR1 KEYPAD LOCKSET CO1 BRASS CONSTRUCTION CORE HARDWARE SET NO. 19: EXISTING STOREFRONT ENTRY DOORS 1. EXISTING FIRE EXIT RIM DEVICE VON DUPRIN 88-F WITH OUTSIDE TRIM 880NL (KEY RETRACTS DEADBOLT) OR APPROVED EQUAL. PROVIDE LOCK ON BOTTOM RAIL OF BOTH DOORS AND THUMB TURN ON THE INTERIOR WITH KEYED CYLINDER ON EXTERIOR. COORDINATE KNOX BOX REQUIREMENTS WITH LOCAL FIRE MARSHAL. DOOR WIDTH -DEADBOLT LOCK -PULL HANDLE 6'-10" DOOR HEIGHT T.G. / AUTOMATIC SLIDING DOOR(S) W/ EMERGENCY BREAKOUT DOORS TYP. T.G. T.G. T.G. T.G. \ T.G. T.G. T.G. / T.G. / T.G. / T.G. BB3-1 FTG 7'-0" DOOR HEIGHT PAIR DOORS WHERE SHOWN EXIT ALARM, FIRE/EXIT DEVICE WHERE REQUIRED 3,-0" DOOR WIDTH 6' 0' DOOR WIDTH AT DOUBLE DOORS i / / / / / - \ \ / / \ \ \ / 1- w o o o 0 APPLICABLE � o \ u \ F 3,-0" BB3-2 -DOOR LOUVER 20"x20" TITUS MODEL T700L. PAINT TO MATCH DOOR COLOR (AT FOOD PREP ONLY) EXISTING TRANSOM WINDOWS ABOVE TO REMAIN. EXISTING EXTERIOR STOREFRONT ENTRY DOORS WITH 1/4" THICK TEMPERED GLASS. MATCH EXISTING SYSTEM. SEALANTS TO MATCH ADJACENT FINISHES. EXISTING STOREFRONT GLAZING SYSTEM TO MATCH AND ALIGN WITH EXISTING WHERE SLIDING DOOR SYSTEM WAS REMOVED. SEALANTS TO MATCH ADJACENT FINISHES. SAFETY GLAZING WITHIN 24" OF DOOR OPENING AND UP TO 7-0" MIN. PROVIDE SIGNAGE AS REQUIRED BY MUNICIPALITY TO DIRECT PATRONS TO ENTER BUILDING AROUND THE CORNER. EXISTING FIRE EXIT RIM DEVICE VON DUPRIN 88-F WITH OUTSIDE TRIM 880NL (KEY RETRACTS DEADBOLT) OR APPROVED EQUAL. PROVIDE LOCK ON BOTTOM RAIL OF BOTH DOORS AND THUMB TURN ON THE INTERIOR WITH KEYED CYLINDER ON EXTERIOR. COORDINATE KNOX BOX REQUIREMENTS WITH LOCAL FIRE MARSHAL. M 1F17 EXIST NG EXISTING F 110 NEW 0 FTG NO HARDWARE EXISTING 11" REVISIONS No changes shall be made tothel scope of work without prior appr f Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. 143'-8" CLEAR INTERIOR DIMENSION REVIEWED FOR CODE COMPLIANCE APPROVED JAN 2 3 2014 City of u iia BUILDING ISION 23'-Y 1/2" CLEAR INTERIOR DIMENSION 108'-6 1/2" 11'-4" CLEAR INTERIOR DIMENSION XI STING 4,-4" M.O. 18'-5 1/2" CLEAR INT. DIM. Ammo ARCHITECTURAL GROUP I NTERNATIONAL 15 WEST SEVENTH STREET COVINGTON, KENTUCKY 41011 PH 859-261-5400 FAX 859-261-5530 3'-6 1/2" M.O. 35'-11" g ImosI IessINoI Icom I I IEnIint I I EliI I ®I IgmIsou ®Ims I I ®I ®I ®I ®Ino ®I ®I ® I cm DESIGNER NOTE CHECKLIST NOTE # APPLICABLE NOT APPLICABLE LA 0 APPLICABLE NOT APPLICABLE \ - ______ ___ _ L l- FELE CO Y Permit No....3) 12� Plan review approval is subject to errors and omissions. t p , `ot!al of construction documents does not authorize to :. olation of any adopted code or ordinance. Receipt ni approved FI Q0opy' ar dconditions is acknowledged: By Data: .21(1 9‘)['1 City Of "E .M to I 1E1 I MI I 111011 I BIS I EMI I -PL-OPL-92 PL -0 1-02 PL�2PL- BUILDING DIVISICNV 1-02 PL -02 PL -02 1A3B3-21191 EXISTING I I F.S. FULL I I LJ BBB -4482D1 8 EXIS ING IINS I®I®I Ell II=IIMII1�\ ------ --- \ - ______ ___ _ L l- SPL -01 PL -01 PL -01 PL -D1 L-01 PL -01 Er aI // CL - \ ►1e=Ii - TSB -796 =� o000 A 0000 000 c_ FL,9j PJ,_Q1 PL --0f PL -Q1 PLQ1 P1-01 j I o IEl a _ II � I rI 1,I al low I= I= I ®I = I= I V'' 51 6 11 I I I I c0--- _.., 21 I I L --J I I I- II I I r___IJ\` T T T I I I I I I I I I l I I I ®I ®I EmIEnIas DISTRIBUTION: DATE: ISSUE FOR PERMIT 4/12/13 REVISION 1 5/23/13 Llid. its EXIST. F 7 EXIST. rI_ I_ I NI l MI I I ®I ®I ®I ®I ®I ® I I ®I ®I ®I NEI I I OK ARCH. PROJECT# BBB PROJECT# 130328 DRAWN: AJC REV 1 CHECKED: TS I I I I I I I I I I I I I I I I 1 I I I I I I I I 1 ®I ®I ®I ®I ® 1 I I 21'-3 5/8" 10'-10" 10'-2" 4'-7" SYMBOL EXIT DESCRIPTION SYMBOL DESCRIPTION EXISTING 355-0" CLEAR INTERIOR DIMENSION ENTER EXISTING EXISTING CM I EIS I 1121 I ESE WHEELCHAIR ACCESSIBLE ENTRANCE / EXIT DOOR TYPE AND HARDWARE SET DRAWING TITLE: EGRESS PLAN, DETAILS & NOTES A1 .3 APPROVAL REQUIRED efi w tc 0 0 N. 0 co >. CO COCa Q 'S 0] z Ho'S mm ?H m C C DESCRIPTION REVISED PAPER SIZE Fax (909)869-0981 DRAWN BY: P.O./T.C. DATE: 02/07/12 LAST REV. BY: O a_ TYPE: MEG SCALE: N.T.S. APRV'D BY: SAL E. FATEEN 3 21/ 2" 04/24/12 .r.460" .080 NOTES: 1. DESIGNED PER SECTION 1613 OF THE 2009 IBC. Fa =1.0 & Ss =1.42 2. STORAGE CAPACITY: SEE ELEVATIONS. aCaC 1 29/ 2" 1 9/16110 mos .090" 3. ASTM A570 FOR SHAPE Fy = 36,000 PSI GRADE 36. 7/8� 7/ 3 3/ 14 GA. 9/16"II 14 GA. 3/8 1 3/, ' � 1/4 QJ ,1 7"III .2.0" 4. ALL BOLTS A307( UNLESS OTHERWISE NOTED). 1 /4"Pl I, 5. ANCHORS POWERS WEDGE BOLT, ICC #ESR -2526. 1 1/2" 0 1/2"0 �r 300" " 6. ANCHOR INSTALLATION SHALL BE DONE UNDER PERIODIC INSPECTION OF A DEPUTY INSPECTOR. t ki((1/2 VJ 1 3/16" 7/16"fa0. 7/16"0 15/32" 7. CONCRETE 5" THICK x 2,500 PSI. 8. SOIL BEARING PRESSURE 1,000 PSF. f7 5�8"2 "11/2"k15/32"II 3/8"78"0 / 1 1 /2 01- 4 i SHOULDER RIVET (55,000 PSI) t I 5/8" Iii • 15/32" 2 3/8" 15/32" / A 1 1/2" 5/16"14 GA. � I I 5/16" / 1-_,, � UJ / KEY SLOT DETAIL 2 21/ 2" \\ 14 GA. 5 5/32" 2 1/8" MIN. EMBEDMENT --. KEY SLOT DETAIL " ATTACH TO ANGLE POST W/ #12 x 3/8" TEK SCREWS ATTACH TO T POST W/ #12 x 3/8" TEK SCREWS (1) REQ'D PER FOOT PLATE 1 A ANGLE POST �1 B� T POST ,A SINGLE FOOT PLATE ,2B DOUBLE FOOT PLATE ED ANCHOR 27/32" 9/)'6" 2 3\16" 1 1 /2" �� 8.. 24' & 48" O -41,,,.,.-11 O 7111 11 y 16" �) 1 1 /2" 4041I) , r �i `_ 21/4" 14 GA. �� /11/4" 5/16" 21/2" �. L II 1 11 0 & 48" t ..•—• t MI it it / 111 0 7/16"11 00 a ogi 0 J USE AS NEEDED 4 FRONT VIEW 1 1/ " ©© O 14 GA.• � DOUBLE RIVET BEAM "Z" 1 TIE PLATE ,7) TIE SUPPORT 0GENERAL CONFIGURATION K1 TYPE Ea TYPE Eb (150# PER LEVEL) 8 (125# PER LEVEL) 1/2" / / 24 1/2" , 8 1/2" / / 24 1/2" \- 22 1 /2" 22 1 /2" 16 /2 161/2" • 22 1 /2" 1 161/2" \ 161/2" 22 /2" \ SEPARATE STORAGE RACK PERMIT REQUIRED \ 161/2" 161/2" All rack storage fixtures over 5'-9" high shall be installed under the provisions of a separate storage rack • \ \ building permit. All rack storage fixtures greater than \ 8 -feet high shall have the method of anchorage/bracing 221/2" 221/2" 16 1/2" 161/2" designed by a professional engineer. Periodic special inspection is required in all cases during the anchorage of racks over 8 -feet in height. Special inspection requirements shall be specified on the rack permit plan. \ \ 1,4" 144" 144 144" 18" 18" 1, 1H \ 1 . 1 i 7" 1 1 0 i 1 1 " 55 1 /2" 28 1/2" 1 11 1" 1" 1 2 1/4" . \ 2 1/4" FRONT VIEW SIDE VIEW \ \ 2 1/4" FRONT VIEW SIDE VIEW 2 1/4" \ PERMIT f ECEIVED APR 26 2012 CENTER ( i LIGHT DUTY STORAGE FIXTURE ELEVATIONS SEPARATE APPROVAL REQUIRED efi w tc 0 0 N. 0 co >. CO COCa Q 'S 0] z Ho'S mm ?H m C C DESCRIPTION REVISED PAPER SIZE Fax (909)869-0981 DRAWN BY: P.O./T.C. DATE: 02/07/12 LAST REV. BY: O a_ TYPE: MEG SCALE: N.T.S. APRV'D BY: SAL E. FATEEN DATE 04/24/12 cc aCaC SEIZMIC EST. 1985 SEIZMIC ENGINEERING, INC. 161 Atlantic Street Pomona, California 91768 Tel.(909)869-0989 Fax (909)869-0981 DRAWN BY: P.O./T.C. DATE: 02/07/12 LAST REV. BY: REV. DATE: TYPE: MEG SCALE: N.T.S. APRV'D BY: SAL E. FATEEN EXPIRES 04-12-2014 DESCRIPTION: LIGHT DUTY STORAGE FIXTURE DETAILS DRAWING NUMBER: 12-0193-A ui UI 0 Q a w U U) 0 0 w I- 0 io LEGEND: REV. 09/30/10 FLOOR FINISH: CONC. COATING (SEALER) (CPT -2) CARPET (F.T.G.) (CPT -4) CARPET TILE (24" x 24") MPR: J+J #JWW8-TJQ25 (CPT -5) CARPET (#BED-217-DBR) (QUARTER TURN EACH TILE) CERAMIC TILE ( MAT -1) ENTRANCE MAT ( SLW-1) WHITE SLATWALL (SLW-2) MAPLE SLATWALL (SLW-3) CHERRY SLATWALL VINYL TILE (VCT -2) VINYL TILE - (NA3133-GRAY 2'X2' TILE) VINYL STRIP FLOORING @ 45' ANGLE (AMTICO) (VSF-2) (PL) VINYL STRIP FLOORING (AMTICO) POWERLINKS TRANSITION STRIPS: (T4) (T6) CARPET TO CONCRETE VCT/VSF TO CARPET OR VSF TO MAT -1 VCT/VSF TO CONCRETE VCT/VSF TO CERAMIC TILE VCT TO VSF NOTES: 1. CPT -4 SHALL BE INSTALLED UNI -DIRECTIONALLY AND IN ACCORDANCE WITH PROTOTYPICAL SPECIFICATIONS SECTION 09680 FOR SIMILAR PRODUCTS. CONCRETE SLAB TESTING AND TREATMENT SHALL BE IN ACCORDANCE WITH THE CRITERIA SPECIFIED IN PROTOTYPICAL SPECIFICATIONS SECTION 07190. 2. ALL WALL AND FLOOR FINISHES ARE EXISTING TO REMAIN UNLESS NOTED OTHERWISE. FINISH NOTES 1. INTERIOR WALL AND CEILING FINISHES SHALL BE CLASSIFIED IN ACCORDANCE WITH ASTM E 84. SUCH INTERIOR FINISH MATERIALS SHALL BE GROUPED IN THE FOLLOWING CLASSES IN ACCORDANCE WITH THEIR FLAME SPREAD AND SMOKE—DEVELOPED INDEXES. CLASS A: FLAME SPREAD 0-25; SMOKE—DEVELOPED 0-450. CLASS B: FLAME SPREAD 26-75; SMOKE—DEVELOPED 0-450. CLASS C: FLAME SPREAD 76-200; SMOKE—DEVELOPED 0-450. 2. INTERIOR WALL AND CEILING FINISH SHALL HAVE A FLAME SPREAD INDEX NOT GREATER THAN THAT SPECIFIED IN CBC TABLE 803.5 FOR THE GROUP AND LOCATION DESIGNATED. INTERIOR WALL AND CEILING FINISH MATERIALS, OTHER THAN TEXTILES, TESTED IN ACCORDANCE WITH NFPA 286 AND MEETING THE ACCEPTANCE CRITERIA OF , SHALL BE PERMITTED TO BE USED WHERE A CLASS A CLASSIFICATION IN ACCORDANCE WITH ASTM E 84 IS REQUIRED. 3. THE FOLLOWING INDICATES INTERIOR WALL AND CEILING FINISH REQUIREMENTS FOR MERCANTILE OCCUPANCY (IN SPRINKLERED BUILDING): A. EXIT ENCLOSURES AND EXIT PASSAGEWAYS — CLASS B B. CORRIDORS — CLASS C C. ROOMS AND ENCLOSED SPACES — CLASS C CLASS C INTERIOR FINISH MATERIALS SHALL BE PERMITTED FOR WAISCOTTING OR PANELING OF NOT MORE THAN 1,000 S.F. OF APPLIED SURFACE AREA IN THE GRADE LOBBY WHERE APPLIED DIRECTLY TO A NONCOMBUSTIBLE BASE OR OVER FURRING STRIPS APPLIED TO A NONCOMBUSTIBLE BASE AND FIREBLOCKED AS REQUIRED. IN EXIT ENCLOSURES OF BUILDINGS LESS THAN THREE STORIES IN HEIGHT, CLASS B INTERIOR FINISH FOR NONSPRINKLERED BUILDINGS AND CLASS C INTERIOR FINISHES FOR SPRINKLERED BUILDINGS SHALL BE PERMITTED. 4. GENERAL CONTRACTOR TO VERIFY COMPLIANCE OF EXISTING MATERIALS AND REPAIR/REPLACE AS REQUIRED TO MEET CODE REQUIREMENTS. 11111111111 BURKE MERCER #800 REDUCER STRIP. 1/4" UNDERC T. MITER CORNERS CARPET 1 1/4" / CONCRETE SLAB 2 3/16" OcARPET TO CONCRETE FULL SCALE BURKE MERCER #710 REDUCER CARPET OR MAT 1, VCT/VSF 1 5/8" 1 5/8"/ 3/4" / CARPET/MAT TO VCT/VSF FULL SCALE BURKE MERCER #6338 REDUCER BUTT JOINT VCT/VSF / / EDGE OF WALL (WHERE APPLICABLE) CONCRETE SLAB OvCT/vsFVTO CO BURKE MERCER //930 SNAP -DOWN T DIVIDER ON #970 TRACK (#975 TRACK EXTENDER AS NEEDED) TILE TILE ADHESIVE PER TILE MANUFACTURER'S RECOMMENDATIONS ItCRETE /:. / / / VCT/VSF 1 1/4" OTILETO VCT/VSF FULL SCALE BURKE MERCER #643 FEATURE STRIP BUTT JOINT 1" N T6 VCT TO VSF FULL SCALE MATERIAL SPECIFICATIONS HMIS HAZARD INDEX: HEALTH = 2 FLAMMABILITY = 0 REACTIVITY = 0 4 = SEVERE 3 = SERIOUS 2 = MODERATE 1 = SLIGHT 0 = MINIMAL FIRE HAZARDS/CONDITIONS OF FLAMMABILITY: PRODUCT IS NOT FLAMMABLE UNDER NORMAL CONDITIONS. FLAMMABILITY CLASSIFICATION (OSHA 29 CFR 1910.1200): NON—FLAMMABLE. FLASH POINT (METHOD): NOT APPLICABLE MARLITE SLATWALL WITH ALUMINUM INSERT WITH PAINT GRADE MEETS CLASS B WITH A FLAME SPREAD OF 70 (CLASS C AND FLAME SPREAD OF 105 WHEN PAINTED); MARLITE SLATWALL WITHOUT INSERTS WITH PAINT GRADE MEETS CLASS C WITH A FLAME SPREAD OF 115 (CLASS C AND FLAME SPREAD OF 115 WHEN PAINTED). (CPT—) FLAMMABILITY: PASSES DOC—FF-1-70 PILL TEST FLOORING RADIANT PANEL TEST: MEETS NFPA CLASS 1 WHEN TESTED UNDER ASTM E-648 GLUE DOWN SMOKE DENSITY: NBS SMOKE CHAMBER NFPA-258 — LESS THAN 450 FLAMING MODE HMIS HAZARD INDEX: HEALTH = 0 FLAMMABILITY = 1 REACTIVITY = 0 (4 = SEVERE 3 = SERIOUS 2 = MODERATE 1 = SLIGHT 0 = MINIMAL) PRODUCT IS CLASSIFIED AS AN "ARTICLE" ACCORDING TO TITLE 29 OF THE CODE OF FEDERAL REGULATIONS, OSHA PART 1910.1200(C). THEY ARE FORMED TO A SPECIFIC SHAPE OR DESIGN, DO NOT RELEASE ANY HAZARDOUS CHEMICALS UNDER NORMAL CONDITIONS OF USE. NO UNUSUAL FIRE OR EXPLOSION HAZARDS. STOR. 108 ELEC. 115 O O O WOMEN 107 10 NEW VWC & BUMPERS TO MATCH EXISTING EXISTING CEILING TILES IN CORRIDOR TO BE REPLACED AS NEEDED STOR. 109J MEN 106 Ji 110 STOR. 110 LP OFFICE 201 N. EXISTING SLATWALL TO BE SCREWED PER PROTOTYPE TRANSITION DETAIL 04 FL. FINISH PLAN - MAIN LVL. 03 FULL SCALE Rev. 07/26/07 SCALE: 1/8" =11-0" 03 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 2.0 EXISTING EGRESS DOOR EXISTTING ROOF HATCH EXISTT RVT AREA 24'-0" REVIEWED FOR CODE COMPLIANCE APPROVED MAY 14 2012 City of Tukwila BUILDING DIVISION 24'-0" 24'-0" 24'-0" �w w ¢J CO W z0 LL IZ J N o¢ U CC I— CC c� Iii I— EXISTING COLUMN N1 -1"x1" SLATWALL TRIM (10300) GLUED TO SLATWALL. SCREW CORNERS © TOP, MIDDLE & BOT. W/ #8 PAN HEAD SCREW, SELF—TAPPING' (ZINC FINISH). SLATWALL (10300) ON 5/8" PLYWD. ON 7/8" X 20 GA. F.C. TO 12'-0" A.F.F. MET. FRAMING W/ MIN. DEPTH REQ'D FOR ELEC. OUTLET, WHERE REQ'D PER ELEC. DWGS. MITER SLATWALL CORNERS 0 J U U- U - COLUMN DETAIL 02 SCALE: 1 1/2" = 1'-O" Rev. 07/26/07 24'-0 1/2" 23'-11 1/2" 19'-0" EXISTING MAN DOOR IXISTTING RECEMNG TERMINAL COLUMN OFIJ STRIPED OFF RING RECEIVING .AREA 1 4 AND PAINTED T MATCH WALLS EXISTING COMPACTOR EXISTING DOCK LEVELER EXISTING ELECTRICAL PANELS CD � E EXISTING MAN DOOR 40'f-3" 0 0 N \ o o (CPT -5 M ( LD) SLW-3 NEW (CPT -5) NEW 1,453 SQ. FT. (CPT -5) NEW (VCT- 2 NEW TO MATCH EXISTING 119 SQ.FT. LLTo.LI I IT I LL I I I L11 I (CPT -4) NEW - T2 NEW 28'-6 1/2" NEW TO MATCH EXISTING 43 SQ.FT. ,. NEW 1,325 SQ.FT. 43'-5 1/2 J TRAFFIC FLOW 53'-10 1/2" T2) NEW PRE-® A - VSF-2 NEW T2 NEW �IO 3'-0" VSF-1 NEW TO MATCH EXISTING 231 Sg.FT.\ 30'-5" NEW (CPT -4) NEW T2 NEW T2) NEW 26'-2 1/2" 0 0 24'-0" EXISTING 4 HOUR SEPARATION WALL N - (HOLD) PROVIDE & INSTALL NEW BLACK SLATWALL UP TO 12'-0" A.F.F. [II a a 0 0 109 ';:!!!N 1" (HOD; 41111111D :ORDER TO BE 41111111" N\ NEW "%% PARALLEL WITH FLOORING TRANSMONS col NEW \ 3,030 SQ.FT. \ 1!Y' 1'-0 1/2"-' U 24'-0" 22'-0" O 24'-0" VSF-2) NEW 0 24'-0" 111 70'-1" EXISTING COLUMN FINISH TO REMAIN (TYP. U.O.N.) 24'-0" 24'-0" i T2 N 2'-0" (CPT -4) NEW 1'-3" (MAT -1) NEW 62 SQ.FT. AL GN 5' 4 1/2" 24'-0" C 58'-2" T2 NEW CPT -4 NEW (HOLD) 53'-2" (HOLD) 0 (CPT -4) NEW 3,352 SQ. FT. 2'-0 24'-0" 24'-0" EXISTING SPRINKLER RISER 24'-0" EXISTING EGRESS DOOR 24'-0" 55'-11" (HOLD) (CPT -4) NEW 5,247 SQ. FT. -EXISTING COLUMN FINISH TO REMAIN (TYP. U.O.N.) T2 NEW NEW TO MATCH :^ EXISTING 231 SQ.FT.\\\\1 NEW (CPT -4) NEW (T2 NEW 11'-3" (CPT -4) NEW 7'-10" (CPT -4) NEW 5,765 SQ. FT. 24'-0" TRAFFIC FLOW 75'-0 1/2" (HOLD) T2 NEW 0 N VSF-1.) NEW 60 SQTT ly-s" EXISTING DRAIN PIPE EXISTING DRAIN PIPE VSF-1 NEW TO MATCH o) EXISTING 287 (CPT -4 NEW 0/SF-2) NEW (CPT -4) NEW 32'-8" (HOLD) T2) NEW EXISTING EGRESS DOOR EXISTING DRAIN PIPE EXISTING EGRESS DOOR (CPT -4 NEW T2) NEW N PRE -®B' ' EXISTING DRAIN PIPE CO N 03 0 N 0 M 0 I N 0 I N i N REL;tivtu CITY OF TUKW1LA MAR 0 2 2012 PERMIT CENTER L EXISTING EGRESS DOOR • 24'-0" 24'-0 1/2" 23'-11 1/2" 19.-0" O FLOOR FINISH PLAN 01 SCALE: 1/16" = 1'-0" Nil A:Nino MEP ARCHITECTURAL GROUP I NTERNATIONAL 15 WEST SEVENTH STREET COVINGTON, KENTUCKY 41011 PH 859-261-5400 FAX 859-261-5530 DESIGNER NOTE CHECKLIST I APPLICABLE NOT APPLICABLE APPLICABLE NOT APPLICABLE • DISTRIBUTION: DATE: ISSUE FOR PERMIT 02/29/12 ARCH. PROJECT # BBB PROJECT # 110925 #371 Rev1 DRAWN: CHECKED: AJC TS DRAWING TITLE: FLOOR FINISH PLAN, DETAILS & NOTES A2.0 ui 0 Q'S Q z 0 "4-t- 0 Q 0 0' 0 W 0 0: 0_ 0 o_ • uJ Q0 CC O W U IX O N a° � } z Z Q. o I� z0 0o w Z_O �d u) XW W }H' u. >- E W > 0 Z =I— u) 0- „0 0O - O J Oz O < in io 0 IME AM II EN"' ARCHITECTURAL GROUP I NTERNATIONAL 15 WEST SEVENTH STREET COVINGTON, KENTUCKY 41011 PH 859-261-5400 FAX 859-261-5530 DESIGNER NOTE CHECKLIST .1 ION DISTRIBUTION: DATE: ISSUE FOR PERMIT 2/16/12 ARCH. PROJECT# BBB PROJECT# 110925 2012 BBBY DRAWN: CHECKED: NI GW EMIG TIffil RISER DIAGRAM AND NOTES. r L_I v —t--- D P 2 480/277V, 800A MLO 1 2 �— SPACE1400A225A� I i 3 �/ 4 /0 ,�/ L J. 5 300A 6 - 30 Y •J 7/ 100A L L I 1 < z D d POWERWALL GENERAL NOTES: ~ § I= 5ASSOCIATED z! ii 1. THE ENTIRE ELECTRICAL DISTRIBUTION SYSTEM, INCLUDING PANELBOARDS, TRANSFORMERS, DISCONNECT SWITCHES, WP 100A METERING EQUIPMENT, PHASE LOSS PROTECTION, ELECTRICAL FEEDERS AND CONTROLS, ECT. IS 30 DISCONNECT EXISTING TO REMAIN AND IS SHOWN FOR REFERENCE oo in Lu a I -----I I "i I- ICOMPACTORI I- - PURPOSES. THE CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION WITH NOVAR IN REGARDS TO LIGHTING AND DISPLAY CONTROLS AND EXPANSION OF THE EXISTING r -----I _ J SYSTEM. (1) #2/0 kcmil IN 1" CO. BOND PNLBRD 'MDP' GND BUS, MAIN SERVICE GROUNDING ^I " ~ o z o 0 .I to r RTU PANEL r--- PANEL HA I 1 75KVA 1 I XFMR I T3 I -1--I- I I T NEUTRAL BUS - I I I I 2/0 COPPER MIN. iiIIP(1)#6 TO PHONE BOARD —I o 111' GROUND BUS I I Y r v MINIMUM OF 20'-O" OF o L - -I- - I I I 1/2" REBAR IN BUILDING WA 4'A. WALL FOOTING, O BARE COPPER GROUNDING 2/0 COPPER MINELECTRODE CONDUCTOR 225KVA r - —'— - -1En XFMR I ,• "' ---4 : •: .. •:LA ,...4.-• CADLD ADWELD TO PANELBOARD ENCLOSURE AS RED 1 Cr (M) r--- -I 1I (`-L L -I-- I PANEL PANEL LB 3/4" X 1 0' GROUND ROD L�_l I 200A = 800A 100A VALVE, � .• DISCONNECT M CB MOB --� METER ;'► -, (SUPPLY k�j BUILDING STRUCTURAL JJ SIDE or UNION STEEL COLD WATER SERVICE ENTRANCE CADWELD (TYP.) CADWELD r -UTILITY COMPANY L --__J L ----J (PROVIDE SIMILAR TRANSFORMER / CONNECTION TO JUMPS FIRE PROTECTION WATER SERVICE NOTE: ALL GROUNDING CABLES SHALL BE #2/0 kcmil UNLESS NOTED OTHERWISE. w�� , 7I ENTRANCE), REFER TO ELECTRICAL SPECIFICATIONS FOR ADDITIONAL GROUNDING REQUIREMENTS L -'J i GROUNDING DETAIL 15 r SOURCE: VER. 1.2010 N.T.S. 1 S U v —4- 1 L 3 DIS J 1 300A225A T 208/120V, I 1 800A MLO 2 3 ��225A ALL PANELS ARE EXISTING AND ARE TO REMAIN. 1--_1 P1 L ----J r--1---1 PANEL LD L- _ r--1---1 PANEL LC L____I 4----I r-----1 PANEL LC1 L- _ 120V COIL CONTROLLED — BY NOVAR -\ _I-1 EMERGENCY N r L — — — J BATTERY PACK _ N 20A/1 P / BREAKERCIRCUIT // I I I I I I I / TRA\SI-ORVI-R SCIIF-DL_ p, = r — — — -.� — — �— --1— -I F — ___ r — — -I I— - - `Y' k_"L — — — FL — — — J A/C BALLAST i I I L J fD INA RHA PRII�AE2Y VOITAt SECONDARY VOLTAGE '�C MP. RISE LOCAiiOQ�i REMARKS p41 4 /g `7(�� f "'fJ E(��,� L \ LTJ / T--1 225 3 480 120/208 150 RECEIVING AREA 104 SHELF d \\ —SWITCH TUIREDS LTYPICAL 2X4 T-2 75 3 480 120/208 150 ELECTRIC ROOM 115 FLOOR MOUNTED CITY OF TUC K H - J CONTACTOR- LIGHTING FIXTURE ‘-TERMINAL STRIP IN P0WERWALL A 022012 b ovlso 0 PEI�NIT CATER EMERGENCY LIGHTING WIRING DETAIL 03 TRANSFORMER SCHEDULE 02 ONE -LINE DIAGRAM 01 IME AM II EN"' ARCHITECTURAL GROUP I NTERNATIONAL 15 WEST SEVENTH STREET COVINGTON, KENTUCKY 41011 PH 859-261-5400 FAX 859-261-5530 DESIGNER NOTE CHECKLIST .1 ION DISTRIBUTION: DATE: ISSUE FOR PERMIT 2/16/12 ARCH. PROJECT# BBB PROJECT# 110925 2012 BBBY DRAWN: CHECKED: NI GW EMIG TIffil RISER DIAGRAM AND NOTES. 0 �z —J I -w w< 0 0 U leg ao o I- CC 0 14.1 LEDGER (TYPICAL) 7-6' A.F.F. T.0 SHELF PRE - R MORE CANOPY W/ FLUOR. LIGHT FIXT (TYPICAL) PARTITION: REFER TO CORRESPOMARCH. DNG FOR AMTIONAL INFORM/MN PROFILE OF WALL 1CASE UNIT UNIT BASE FIN. FLOOR ELEVATION -SIGN BAND W/BBB FIXT. 03 DAT • ROUTED r OR BIT FOR POWER it it F RRE URED BY AUTHORITY HAMNO JURISDICTION. MC CABLE SHALL BE REPLACED MN RIGID CONDUIT. TO DETAIL 1� BRAWN; OF DATA/FWD CABLE FORLIC POWER r MGM COMMIT OR EMT TO JOIST It to 0 It all .to 0 tt to 0 to 0 Rby ; I ti It 0 J OUR RMC ROOU CABLEFSR r COMMIT OR BMT. PROVIDEi IC AND (1) REGULAR l REMOTE SERVICE DESK J -BOX FORON JOIST MOUNT OUTLETS AT 18' AFF DI OBS SOMEM OF REMOTE 02 IC RECEPTACLE FISHED FLOOR RECEPTACLE 4 —4-- 4° DATA/iELEPHONE OUTLET ❑ ❑ ❑ ❑ 18” AFF bt.)_ o�� RECtIvrW CITY OF TUKWILA MAR 0 2 2012 PERMIT CENTER SEPARATE ELECTRICAL OUTLET ELEVATION APPR SOURCE: VER. 1.2010 N.T.S. SOURCE: VER. 1.2010 N.T.S. SOURCE: VER. 1.2MQ DVAOI tRFip. r.s. ANI1 •• ARCHITECTURAL GROUP I NTERNATIONAL 15 WEST SEVENTH STREET COVINGTON, KENTUCKY 41011 PH 859-261-5400 FAX 859-261-5530 DESIGNER NOTE CHECKLIST eat DISTRIBUTION: DATE: ISSUE FOR PERMIT 2/16/12 ARCH. PROJECT# BBB PROJECT# 110925 2012 BBBY DRAWN: CHECKED: NI GW MOM 'MIA ELECTRICAL DETAILS ANC NOTES 1 .0 Q Z 0 0 n. 0 0_ 0 0 c 2 1- W W Z Cta- 0 OW U� 0 N Q� z} zz 0 Q 0 LL Z V Ow UH Zo Q XW W w›- W I... z 0 (ntt0 0D- 0 -i zz 0 < 0 U, M N f.‘,1 BOTTOM OF EXISTING ROOF DECK EXISTING WOOD PURLINS 4"x12" ® 8'-0" O.C. EXISTING WOOD PURLINS 4"x12" ® 8'-0" O.C. NEW FIRE RETARDANT CONT. 2"x6" WOOD BLOCKING (TYP.) SECURED WITH (2) #8 X 2 5/8" SELF TAPPING MASONRY SCREWS AT CMU/MASONRY AND/OR DRYWALL SCREWS AT EACH STUD. (TYP.) CONT. NEW L3"x3"x1/4" ATTACH TO PURLIN WITH (2) LAG BOLTS NEW DIAGONAL STEEL ANGLE 3"x3"x1/4" LAG BOLT TO EXISTING 4"x12" PURLINS 8'-O" O.C. 3/8" DIAMETER STEEL HANGER RODS 0 6'-0" O.C. MAX. THREAD ENDS 6" TO RECEIVE DOUBLE NUT AND WASHER. NEW DIAGONAL STEEL ANGLE 3"x3"x1/4" LAG BOLT TO EXISTING 4"x12" PURLINS 8'-O" O.C. CONT. NEW L3"x3"x 1 /4" ATTACH TO PURLIN WITH (2) LAG BOLTS 3/8" DIAMETER STEEL HANGER RODS © 6'-0" O.C. MAX. THREAD ENDS 6" TO RECEIVE DOUBLE NUT AND WASHER. CMU OR METAL STUD C6 x 10.5 GONDOLA CHANNEL SUSPENDED FROM JOISTS W/ 3/8" DIA. HANGER RODS (CHANNEL © 12'-0" A.F.F.) 11'-10" A.F.F. SLAB ON GRADE C6 x 10.5 GONDOLA CHANNEL SUSPENDED FROM JOISTS W/ 3/8" DIA. HANGER RODS (CHANNEL © 12'-0" A.F.F.) 7/16"x 2" L. SLOT IN CHANNEL © EA. HANGER ROD. (TYP.) WOOD BLOCKING SECURED TO INSIDE OF OPEN C -CHANNEL. BOLTHEAD TO BE FLUSH MOUNTED. WOOD BLOCKING MUST BE EVEN W/ FACE OF C -CHANNEL OR PROTRUDE LESS THAN 1/4". EXTEND WOOD BLOCKING 12" BEYOND END OF C -CHANNEL. CUT BACK BLOCKING AFTER FIXTURE IS INSTALLED. NEW FIRE RETARDANT CONT. 2"x6" WOOD BLOCKING (TYP.) SECURED WITH (2) #8 X 2 5/8" SELF TAPPING MASONRY SCREWS AT CMU/MASONRY AND/OR DRYWALL SCREWS AT EACH STUD. (TYP.) GONDOLA CHANNEL DETAIL SCALE: N.T.S. GENERAL NOTES G.C. TO PROVIDE AND INSTALL FIRE EXTINGUISHERS AT AFFECTED AREAS AS REQUIRED. CONFIRM EXACT QUANTITY AND LOCATION WITH FIRE MARSHALL IN FIELD. FIRE EXTINGUISHERS ARE TO BE PROVIDED EVERY 3,000 SQ. FT. GONDOLA CHANNEL DETAIL SCALE: N.T.S. 04 WALL BLOCKING DETAIL SCALE: N.T.S. AND HARDWARE SETS AND DOOR TYPES FULL LIST HARDWARE TYPES SHOWN ON A1.3 HARDWARE SETS NO. 8 AND 18: DOUBLE ACTING IMPACT DOOR 1. CUSTOM—SIZED DOUBLE ACTING TRAFFIC IMPACT DOORS WITH STEEL DOOR FRAMES. THERE IS TO BE IN PLACE A WRITTEN AND APPROVED EMERGENCY PLAN FOR EMERGENCY EGRESS AND RELOCATION OF OCCUPANTS. ALL EMPLOYEES SHALL BE INSTRUCTED AND PERIODICALLY DRILLED WITH RESPECT TO DUTIES UNDER PLAN. ALL EGRESS TO BE FREE AND CLEAR AT ALL TIMES. THE PATH OF ACCESSIBLE TRAVEL SHALL HAVE A MINIMUM CLEAR WIDTH OF 4'-0". THE MAXIMUM TRAVEL DISTANCE TO AN EXIT NOT TO EXCEED 200'-0". EXISTING KNOX BOX KEY LOCATIONS ARE TO REMAIN. GENERAL CONTRACTOR TO COORDINATE WITH FIRE MARSHALL IN FIELD FOR ANY NEW OR RELOCATED BOX REQUIREMENTS. ALL EQUIPMENT SHALL BE U.L. LISTED AND INSTALLED ACCORDING TO THE LISTINGS. 2. CHASE—INDUSTRIES BBB -4482D IMPACT DOORS, COLOR BLACK, CUSTOM—SIZED 44" X 82" DOOR (48" X 84" NOMINAL FRAME SIZE/ ROUGH OPENING). 3. PROVIDE CHASE—INDUSTRIES SERIES 350 I FTG DOOR, COLOR TIMBER WOLF, CUSTOM SIZE 44" X 82" DOOR (48" X 84" NOMINAL FRAME, SIZE/ROUGH OPENING) DOOR TO HAVE DEADBOLT LOCK. DOOR FRAME: CUSTOM—SIZED CHASE—INDUSTRIES, PREFINISHED, POWDER—COATED, COLOR TIMBER WOLF. CONTRACTOR TO INSTALL PULL HANDLES ON BOTH SIDES OF DOOR. HANDLES SUPPLIED BY VENDOR. 3'-8" DOOR WIDTH DEADBOLT LOCK PULL HANDLE NEW F.T.G. DOOR W/ OUT LOCKSET—, 4'-O 1/2" 4'-4 1/2" EXISTING FTC DESK TO BE RELOCATED 1 4.-O" L- J I --- J J 4'-0" 3'-5" L J 2'-6 11 /4" 9'-2" .: 3'-10 1/8" —mak 3'-2 1/8° r 14'-10 1 ,) J co L J FTG (1,330 SF) LJ_ -- DINNERWARE 4'-4 1/2" r LJ SOFT KI TCH EN " o /8" x 3'-10 1/2" 4'-0" DOOR WIDTH PAIR DOORS WHERE SHOWN NO HARDWARE 4'-O" 4'-0" I— —I L J to N, 4'-0% 'r- —I' 4'-0" iJ J r FIXTURE PLAN - F.T.G. / DINNERWARE / SOFT KITCHEN SCALE: 1/8" = 1'-0" BBB -4482D STARTING POINT OF BANNER CONDUIT DIMENSION FROM CLEAR/F1NISHED INSIDE FACE OF WALL. 110'-7 ARCHITECTURAL GROUP I NTERNATIONAL 15 WEST SEVENTH STREET COV C1011 PHO859-261-5400 E FAX 859-261-5530 F.S. _J FULL BED L 6'-4 1 4" -TO ONDOLA CHANN 02 LENGTH OF NEW W OD BLOCKING PROPOSED ELECTRICAL WORK TO BE IN COMPLIANCE WITH THE REQUIREMENTS OF NFPA 70. THERE ARE NO PROPOSED MODIFICATIONS TO THE HVAC SYSTEM. ELECTRICAL CONTRACTOR TO DISCONNECT AND RECONNECT TO EXISTING CIRCUITS NO ADDITIONAL CIRCUITS OR PANELS WILL BE REQUIRED. PROPOSED MERCHANDISING AND ADVERTISING AREA HBC 212 SECTIONS 4,023 Sq.Ft. NEW 6" GONDOLA CHANNEL 10. THE ELECTRICAL CONTRACTOR WILL FIELD VERIFY EXISTING LOADS ON THE CIRCUIT AND WILL NOT EXCEED 80% OF THE CIRCUIT BREAKER RATING. (I.E. 16 AMPS ON A 20 AMP CIRCUIT BREAKER). 11. ALL WORK SHALL BE ACCOMPLISHED IN STRICT ACCORDANCE WITH GOOD INSTALLATION PRACTICES, SPECIFICATIONS AND THE LATEST EDITIONS OF ALL APPLICABLE LOCAL, STATE AND NATIONAL CODES. ALL COMPONENTS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 12. ALL WELDING, EXCEPT WHEN PERFORMED AT THE SHOP OF AN APPROVED WELDER, SHALL BE DONE BY CERTIFIED WELDERS. 13. THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MINIMUM OF 18 INCHES BETWEEN THE TOP OF THE STORED MATERIAL AND THE CEILING SPRINKLER DEFLECTOR. 14. LOWER PORTIONS OF POSTS EXPOSED TO DAMAGE BY MOVING EQUIPMENT SHALL HAVE PROTECTIVE DEVICES. AT THE DISCRETION OF THE BUILDING OFFICIAL, THE RACKING MAY BE DESIGNED TO MAINTAIN ITS FULL DESIGN LOAD CAPACITY AT ALLOWABLE STRESS WITH THE EXPOSED POST CAPACITY REDUCED BY ONE HALF OR BE DESIGNED TO MAINTAIN ITS FULL DESIGN LOAD CAPACITY AT 50 PERCENT INCREASED ALLOWABLE STRESSES WITH THE EXPOSED POST ASSUMED TO HAVE NO CARRYING CAPACITY. EXISTING SLIDING DOORS TO REMAIN IN LOCKED OPEN POSITION DURING BUSINESS HOURS HATCHED AREA TO REMAIN FREE AND CLEAR OF ANY OBSTRUCTIONS AT ALL TIMES NEW GONDOLA CHANNEL FOR SALES FIXTURES. SEE DETAIL 04 AND 04A THIS SHEET. ALIGN WITH ADJACENT WOOD BLOCKING AT WALL AS SHOWN. REFERENCE DETAIL 03 THIS SHEET. NOTE: REFER TO A1.3 FOR ALL DOOR TYPE AND HARDWARE SETS • I NEWBANtNER CONDUIT SHALL BE PAINTED WHITE & MOUN ED 2" ABOVE UGHT FIXTURE HOUSING. 7.1 STOR.1 lUb I LJ I ul -- m D i X_ J/ 4 STOR ilia = z E 1 110 110 `. Zm O J0 J= o \ dli" is s Nam � V 10 109 /0 14� II%IEXISTING LP /�4 Am,� m!!i p SECURITY OFFICE ��- ,I DOOR 201 5'-0 1 /8" IP 5'-3 1/2" 5'-3 1 /2" 5'-3 1/2" 5'-3 1/2' 5'-3 1/2' 5'-3 1/2" 5'-3 1/2" 5'-3 1/2" 5'-3 1/2" STARTING POINT OF BANNER CONDUIT DIMENSION FROM CLEAR/FINISHED INSIDE FACE OF WALL EXISTING BANNER CONDUIT TO BE REMOVED N N N N 22" 4' NEW GONDOLA CHANNEL 28'-10" LENGTH OF NEW WOOD BLOCKING 54" LOW FIX URE 5'-3" rn EXISTING BANNER CONDUIT TO BE REMOVED N N TRASH LENGTH OF NEW WOOD BLOCKING N OTE: REFER TO SHEET A1.3 FOR INTERIOR DOOR TYPES AND HARDWARE (PROPOSED AND EXISTING) 1'-6" GTH OF NEW WOOD BLOCKING STARTING POINT OF BANNER CONDUIT DIMENSION FROM CLEAR/FINISHED INSIDE FACE OF WALL N OTE: PERIMETER RACKING AT DEPARTMENTS ARE 144" A.F.F. AND INNER RACKING IS AT 54" A.F.F. REFER TO STRUCTURAL DRAWINGS PREPARED BY SEIZMIC, INC FOR ADDITIONAL INFORMATION. FIXTURE PLAN - H.B.C. SCALE: 1/8" = 1,-0" REVIEWED FOR CODE COMPLIANCE APPROVED MAY 14 2012 City of Tukwila BUILDING DIVISION RECEIVED APR 262012 PERMIT CENTER 01 DESIGNER NOTE CHECKLIST O APPLICABLE NOT APPLICABLE w 0 z APPLICABLE NOT APPLICABLE DISTRIBUTION: DATE: ISSUE FOR PERMIT 02/29/12 CODE COMMENTS 04/25/12 ARCH. PROJECT # BBB PROJECT# 110925 #371 Rev1 DRAWN: CHECKED: AJC TS DRAW NG TITLE: ENLARGED FIXTURE PLANS, DETAILS & NOTES A1.1 FIXTURE INFORMATION (WIRE GABLE SYSTEM) TAG SIZE COMMENTS COMMENTS A L 2'D 4 NOT USED NOT USED x B1 16" D x 3' W x 12' H Al 48 1/2"D x NOT USED 1'D 477_ x_—'-3 t-- x C L3 A2 24 1/2 D x • anme.- - -- NOT USED NOT USED 1'-6"D x 4'W '�' '"'' - " NOT USED A3 24 1/2"D x '"' - NOT USED 2'D x 3Wx' 2' D A4 NOT USED 2'D 2 x A5 '"H NOT USED 1'-6"D x .- 2: E 24 1/2"D x 48 1/2"W x 12'H A6 E1 3'i NOT USED 1'D x ____H---- A7 18 1/2''D x NOT USED 2'D x NOT USED Fl A8 NOT USED 2 D x A9 G 2 D x 4W±--�---- NOT USED NOT USED Al0 G1 NOT USED 1'D 4 x - H Al 1 48"D x - '-6"D NOT USED 1 x zr72 v o' ` H1 Al2 �U - NOT USED 48"D x yhY 1--- J 2'D x 3W NOT USED 24"D x NOT USED A13 2'D x 27 NOT USED - .®,. A14 24"D •ice NOT USED 1'-6"D x 3W -H-==-" A15 NOT USED NOT USED 1'D x 3 W FIXTURE INFORMATION (PRE SALES RACKING) TAG SIZE COMMENTS COMMENTS B L 48 1/2''D x NOT USED H - B1 16" D x 3' W x 12' H - 48 1/2"D x NOT USED 1.2' H C L3 24 1/2 D x • anme.- - -- NOT USED Cl " NOT USED 22" D x 24 1/2"D x NOT USED D 48 1/2"D x NOT USED D1 48 1 2"D x 4/:inR..e...- s'= NOT USED E 24 1/2"D x 48 1/2"W x 12'H - E1 24 1/2 D x NOT USED F 18 1/2''D x NOT USED Fl 18 1/2''D x NOT USED G 12 1/2 D x NOT USED G1 12 1/2 D x NOT USED H 48"D x NOT USED H1 �U - NOT USED 48"D x yhY 1--- J 24"D x NOT USED J1 24"D NOT USED K 24'D x NOT USED K1 24"D x 413:Z=51:)@=1-1- — NOT USED FIXTURE INFORMATION (GONDOLAS) TAG SIZE COMMENTS L 16" D x 4' W x 12' H - L1 16" D x 3' W x 12' H - L2 22" D x 4' W x 1.2' H - L3 " NOT USED 22" D x GENERAL INFORMATION FIXTURES USED IN PROJECT ARE STANDARD WIRE GABLE SYSTEM AND PRE -SALES RACK FIXTURES WITH FOOT PLATES. ALL HATCHED FIXTURES ARE TYPE "A -Al 5" WIRE GABLE SYSTEM OR TYPE "B - K" PRE -SALES RACK FIXTURES. ALL NON -HATCHED FIXTURES ARE LOW LAMINATE FIXTURES 5'-0" AFF. lIty//7"/.2 / / L LL //J 7 //J/////// OFFICE 201 Ar Adramor Atrr Ay AM/ E -�- E 1 M. L1 L1 L L L L L L L L L L L L E; 2 /V# rffr Ai:de MEN %///�� / L L 106 OR. 10 L L ow fixture L HBC 212 SECTIONS 4023 Ski - L L L L L L L L Q L L L SEASO L1L1 L L L L I L L L L 54" Io'v fixture L G �fj0S\V4ETIS L v///r/f/////////v/// N ba.%aw 6 ECE VED APR 26 2012 PERMIT CENTER Revisions Date Description Drawing References No Drawings CAD NAME• TUKWILA-F6 DRAWN BY• C.R.Y.R. PROJECT NO • — CHECKED BY: PROTOTYPE DESIGNATION: — WIRES APR 122014 B s 650 LIBERTY AVE UNION, NJ 07083 (908) 688-0888 FAX (908) 688 5886 THIS DRAWING IS THE EXCLUSIVE PROPERTY OF BED BATH & BEYOND. THE INFORMATION SHOWN MAY NOT BE USED NOR THE DRAWINGS REPRODUCED WITHOUT PERMISSION OF BED BATH & BEYOND. Location #371 T U KW I LA, WA Drawing Title SEISMIC PLAN Scale SEE PLAN Date 02/03/12 FIXTURE PLAN SCALE: 1/16" = 1'-0" F 6 AR POWER PLAN NOTES REMODEL SYMBOL LEGEND Rev. 02/25/08 GENERAL NOTES NO. DESCRIPTION JUNCTION BOX WITH DEDICATED CIRCUIT MOUNTED AT 16'-6" AFF OR DECK OR JOIST FOR SPECIALTY LIGHTING. AFTER BBB FIXTURING IS INSTALLED, ELECTRICAL SUBCONTRACTOR TO PROVIDE J -BOX W/ (2) CIRCUIT DISTRIBUTORS (CD) ON DISPLAY UNIT WITHIN 12'-0" OF J -BOX AND 6'-0" AFF AS DIRECTED BY TENANT AND MAKE FINAL CONNECTION USING WHITE SJ CORD. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR ALL ELECTRICAL CONNECTIONS AS DIRECTED BY BBB AND PER CODE. IF REQUIRED BY LOCAL CODE THE ELECTRICAL CONTRACTOR MUST HARDWIRE IN EMT FROM THE J -BOX AT THE CEILING TO THE SPECIALTY LIGHTING. REFER TO DETAIL 14/E2.4. EXISTING RECEPTACLE, 20A, 120V - 18" AFF HUBELL #53621 EXISTING GROUND FAULT INTERRUPTING RECEPTACLE, 20A, GROUND120V - 18" AFF CL 2 ELECTRICAL SUBCONTRACTOR TO PROVIDE PLUGMOLD IN LOCATION DESIGNATED BY BBB. AFTER BBB FIXTURING IS INSTALLED, ELECTRICAL CONTRACTOR TO PROVIDE DUPLEX OUTLET IN LOCATION AS PER BBB FINAL LAYOUT, USING WHITE SJ CORD. ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL PLUGMOLD - WIREMOLD NO.09043, CATALOG NO. V20 -C2. 5 JUNCTION BOX MOUNTED AT BAR JOIST FOR CONNECTION TO DISPLAY FIXTURE. AFTER BBB FIXTURING IS INSTALLED, ELECTRICAL SUBCONTRACTOR TO PROVIDE DUPLEX OUTLET IN LOCATION AS PER BBB FINAL LAYOUT, USING SJ CORD OR HARD WIRE WITH EMT IF REQUIRED BY LOCAL CODE. 2 J, EXISTING ISOLATED GROUND RECEPTACLE 20A, 120V - 18" AFF HUBELL# IG5362 (ORANGE) EXISTING UNISTRUT MOUNTED RECEPTACLE, 20A, 120V EXISITNG DUPLEX OUTLET MOUNTED TO COLUMN © 14'-6" A.F.F. I HIS SYMBOL-REPI- ESEN I S AN EXISTING MULTIOUTLET ARRANGEMENT SHOWN ON PROTOTYPE CONST. DOC'S EXISTING JUNCTION BOX 6 FOR ALL REGISTER BAYS, REMOTE SERVICE DESKS & CUSTOMER SERVICE DESKS: PROVIDE J -BOX AT JOIST FOR POWER. J -BOX SHOULD INCLUDE (1) I.G. CIRCUIT FOR EACH I.G. DUPLEX OUTLET AND (1) CIRCUIT FOR EVERY (2) REGULAR DUPLEX OUTLETS. PROVIDE A PULL BOX AND 2" CONDUIT. ALL REMOTE SERVICE DESKS ARE FURNISHED WITH OUTLETS ALREADY INSTALLED AS SHOWN IN DETAIL 01/E1.1 (NOTE: DATA/TELEPHONE OUTLET SUPPLIED, INSTALLED AND POWERED BY BBB). ELECTRICAL CONTRACTOR TO RUN CIRCUITS TO ALL OUTLETS. ALSO REFER TO DETAILS 5/E3.3. THIS SYMBOL REPRESENTS A NEW MULTIOUTLET ARRANGEMENT SHOWN ON PROTOTYPE CONST. DOC'S NEW JUNCTION BOX 1. EMERGENCY LIGHTING SYSTEMS PROVIDE A MINIMUM OF ONE FOOT CANDLE OF ILLUMINATION FOR A MINIMUM DURATION OF ONE HOUR AS REQUIRED BY THE NATIONAL ELECTRICAL CODE AND IBC. 2. G.C. TO MAKE CHANGES OR ADDITIONS TO THE EMERGENCY LIGHTING AND EXIT SYSTEMS AS REQUIRED BY THE CODE OFFICIAL. DURING JOB SITE INSPECTIONS THE CODE OFFICIAL MAY REQUIRE CHANGES OR ADDITIONS TO THE SYSTEM. 3. ALL EQUIPMENT SHALL BE U.L. LISTED AND INSTALLED ACCORDING TO THE LISTINGS. 4. ELECTRICAL CONTRACTOR TO DISCONNECT AND RECONNECT TO EXISTING CIRCUITS NO ADDITIONAL CIRCUITS OR PANELS WILL BE REQUIRED. 5. THE ELECTRICAL CONTRACTOR WILL FIELD VERIFY EXISTING LOADS ON THE CIRCUIT AND WILL NOT EXCEED 80% OF THE CIRCUIT BREAKER RATING. (I.E. 16 AMPS ON A 20 AMP CIRCUIT BREAKER). 6. ALL WORK SHALL BE ACCOMPLISHED IN STRICT ACCORDANCE WITH GOOD INSTALLATION PRACTICES, SPECIFICATIONS AND THE LATEST EDITIONS OF ALL APPLICABLE LOCAL, STATE AND NATIONAL CODES. ALL COMPONENTS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. N THIS SYMBOL REPRESENTS A NEW QUAD OUTLET NEW DUPLEX OUTLET MOUNTED TO COLUMN © 14'-6" A.F.F. 10 WORKSTATION: PROVIDE J -BOX AT JOIST FOR POWER. J -BOX SHOULD INCLUDE (1) I.G. CIRCUIT FOR EACH I.G. DUPLEX OUTLET AND (1) CIRCUIT FOR EVERY (2) REGULAR DUPLEX OUTLETS. PROVIDE A PULL BOX AND (2) 1" CONDUIT TO JOIST ABOVE. (NOTE: DATA/TELEPHONE OUTLET SUPPLIED, INSTALLED AND POWERED BY BBB). ELECTRICAL CONTRACTOR TO RUN CIRCUITS TO ALL OUTLETS. (SEE WORKSTATION DETAIL) NEW UNISTRUT MOUNTED RECEPTACLE, 20A, 120V NEW ISOLATED GROUND RECEPTACLE 20A, 120V - 18" AFF HUBELL# IG5362 (ORANGE) NEW DUPLEX RECEPTACLE, 20A, 120V - 18" AFF HUBELL #53621 20 DUPLEX OUTLET MOUNTED ® 14'-6" A.F.F. TO THE LEFT HAND SIDE OF HUB STATION. NEW OVERHEAD POWER AND DATA SUPPLY REF. DRAWING E3.4 n P-2 60" DOUBLE CONNECTOR - WIRE AS PER CODE 180" DOUBLE CONNECTOR - WIRE AS PER CODE 48" SIGNBAND W/0 LIGHT (NO P-1) IG RECEPTACLE DATA/TELEPHONE RECEPTACLE OUTLET 1‘071 ❑ ❑ ❑ ❑ 4" 4" 18" AFF FINISHED FLOOR I• • • •I WIREMOLD #V20 -C2 OUTLET ELEVATIONS 02 NOT TO SCALE NOTE: EXISTING J -BOXES TO BE UTILIZED WHEN EVER POSSIBLE. IF NO J -BOX EXISTS WITHIN AREAS SHOWN, PROVIDE NEW J -BOX AS REQUIRED. kr 0 RECEIVING ARREA yrs 1- t -d 7d l -d l -d Idd l- l -d 12 _4J ®-,._ N99N J tN`J'IN .J7 ® `\ v M... .. .. J oil WU. ,__ail)® ± ra 4I «►0 i ►1 D .. iIC III lir.;�\y ® I�j ■ Z -d l -d l -d I -d v V 0 ®® FM FTG (1,330 O ._.. PRE- SALES "A" r1 r -- COVERLETS C I J W `. WI- F: z J ': C C I Ir-Ir1r-I 1---1 DUVET EXISTING TRACK HEAD TO BE REMOVED (LEAVE TRACKS) DINNERWARE ®® ®®®® P-1 P-1 P-1 P-1 P-1 DOWN I 7 I I SOFT KITCHEN -4 PRINTS SOLIDS CLOSET CLEANING NEW 6 FRN CVRS KIDDY NEW FURNITURE THROW TOSS NEW LIGHTING PROMO PADS ELECTRICS EXISTING TRACK UGHTS TO BE REMOVED 14-5.1 KITCHEN BASIC PILLOWS HBC 212 SECTIO S 4,023 Sq.Ft. COOKWARE 152 rz 0 tt SE SONA ACCESSORIES SALES AREA NEW IHARDWARE 54' LOW Fl RE 9 PE NEW RUGS COSMETICS I SEAS ELE TIOWELS TRASH FRAMED ART kJ ®6,® 1 o REVIEWED FOR CODE COMPLIANCE APPROVED MAY 1 4 2012 City of Tukwila BUILDING DIVISION REGtivtu CITY OF TUKWILA MAR 0 2 2012 PERMIT CENTER FiOWER & SPECIALTY LIGHTING PLAN 01 114111 ADM II ARCHITECTURAL GROUP I NTERNATIONAL 15 WEST SEVENTH STREET COVINGTON, KENTUCKY 41011 PH859-261-5400 FAX859-261-5530 DESIGNER NOTE CHECKLIST APPLICABLE NOT APPLICABLE APPLICABLE NOT APPLICABLE DISTRIBUTION: DATE: ISSUE FOR PERMIT 02/29/12 ARCH. PROJECT # BBB PROJECT # 110925 #371 Rev1 CHECKED: AJC TS DRAWING TITLE: POWER, SPECIALTY LIGHTING PLAN, DETAILS & NOTES A3.0 i0 N 0 PANEL MDP 3 PH. 4 Wire Voltage: 480Y/277V Special Notes: BOTTOM FED Amps 800A 65K AIC Rating Main Type: MLO #12 3/4" LOAD (VA) NO Brkr. Size CKT. CKT. Brkr. Size #10 LOAD (VA) 30 Volts A Ph B Ph C Ph Load Description Notes # # Notes Load Description A Ph B Ph C Ph Volts HACR NON -USEABLE SPACE 10748 10748 10748 480 45/3 1 2 45/3 480 10748 10748 10748 SPACE HACR 1" - #3 #8 1-1/4" 100 - 3 4 - 1 EXISTING BREAKER 4 5 - 1 20 - — — 360 1 — - 5 6 - 8 7 EXISTING BREAKER 1 - 12 HACR PANEL 'HA' 10724 12866 12811 480 225/3 3 4 175/3 480 11141 11962 12556 TRANSFORMER 'T1' HACR 10 - 1 EXISTING BREAKER 10 11 - 9 10 - — I — — 1 — - 20 1 - 12 13 EXISTING BREAKER 1 - 11 12 - — 12 20 1 - 14 HACR PANEL 'PP' 90503 9412.3 92263 480 400/3 5 6 30/3 480 3629 3629 3629 TVSS HACR 20 - — — 1 — 720 11800 - 15 16 - 18 19 EXISTING BREAKER 1 - 12 540 180 - EXISTING BREAKER 12 20 1 - 17 18 - 1 20 12 — - 1 180 12 TOTAL CONNECTED LOAD (VA) 348949 4817 TOTAL CONNECTED LOAD (AMPS) 419.9 40/3 19 PANEL PP 3 PH. 4 Wire Voltage: 480Y/277V Special Notes: BOTTOM FED Amps 400A 35K AIC Rating Main Type: MLO #12 3/4" LOAD (VA) NO Brkr. Size CKT. CKT. Brkr. Size #10 LOAD (VA) 30 Notes Load Description A Ph B Ph C Ph Volts # # Volts A Ph B Ph C Ph Load Description Notes HACR RTU -1 10748 10748 10748 480 45/3 1 2 45/3 480 10748 10748 10748 RTU -2 HACR 1" - #3 #8 1-1/4" 100 - 3 4 - 1 EXISTING BREAKER 4 5 - 1 20 - — — 360 1 — - 5 6 - 8 7 EXISTING BREAKER 1 - 12 HACR RTU -3 10748 10748 10748 480 45/3 7 8 45/3 480 10748 10748 10748 RTU -4 HACR 10 - 1 EXISTING BREAKER 10 11 - 9 10 - — I — — 1 — - 20 1 - 12 13 EXISTING BREAKER 1 - 11 12 - — 12 20 1 - 14 HACR RTU -5 10748 10748 10748 480 45/3 13 14 20/3 480 3629 3629 3629 RTU -6 HACR 20 - — — 1 — 720 11800 - 15 16 - 18 19 EXISTING BREAKER 1 - 12 540 180 - EXISTING BREAKER 12 20 1 - 17 18 - 1 20 12 — - 1 180 12 COMPACTOR 4817 4817 4817 480 40/3 19 20 12 — EXISTING BREAKER 10001 18C 12 20 1 - 24 25 EXISTING BREAKER 1 - 21 22 28 29 — 20 1 - 28 27 - 1 20 12 EXISTING BREAKER - 23 24 20 1 EXISTING BREAKER 28 29 - 1 20 12 32 33 500 I - - 25 26 EXISTING BREAKER 30' 31 EXISTING BREAKER 1 20 12 720 1 — EXISTING BREAKER — — 20 1 EXISTING BREAKER 27 28 EXISTING BREAKER 1 20 12 37 360 1 500 12 20 1 EXISTING BREAKER 34 35 SPECIALTY UGHTING 29 30 12 EXISTING BREAKER — 1000 11000 12 20 1 SPECIALTY UGHTING 38 37 SPECIALTY UGHTING 1 20 31 32 — — 12 20 1 SPECIALTY UGHTING 38 39 SPECIALTY UGHTING 1 20 12 1000 11000 33 34 20 1 SPECIALTY UGHTING 40 41 SPECIALTY UGHTING 1 20 12 1000 11000 12 35 36 SPECIALTY UGHTING 42 N NO CONTROL * PROVIDE ISOLATED GROUND WIRE ** PROVIDE LOCK ON DEVICE 3940 7560 5520 COMMENTS: - TOTAL KVA: TOTAL AMPS: 17020 47.3 37 38 70/3 480 5920 9540 7680 39 40 - 41 42 - TOTAL CONNECTED LOAD (VA) TOTAL CONNECTED LOAD (AMPS) 276890 333.2 VOLTAGE DROP SCHEDULE 120 VOLT BRANCH CIRCUITS UP TO 8 AMPS RUN DISTANCE IN FEET WIRE SIZE AWG — 120' #12 121' — 190' #10 191' — 300' #8 301' — 470' #6 120 VOLT BRANCH CIRCUITS 9 AMPS TO 14 AMPS RUN DISTANCE IN FEET WIRE SIZE AWG i — 65' #12 66' — 110' #10 111' — 170' #8 171' — 270' #6 277 VOLT BRANCH CIRCUITS UP TO 14 AMPS RUN DISTANCE IN FEET WIRE SIZE AWG 1' — 160' #12 161' — 250' #10 251' — 390' #8 391' — 620' #6 WIRE SIZES INDICATED IN PANEL SCHEDULES ARE MINIMUM WIRE SIZES. CONTRACTOR SHALL UPSIZE WIRES BASED ON LOAD AND LENGTH OF RUN AS INDICATED IN SCHEDULE ABOVE. MINIMUM WIRE & CONDUIT SIZES FOR CIRCUIT BREAKERS AND FUSES AMPS CONDUCTOR GROUND CONDUIT 15 #12 #12 3/4" ISOLATED GROUND BUS: NO MIN CB IC: 22,000 AIC 25 #10 #10 3/4" 30 #10 #10 3/4" 35 #8 #10 3/4" 40 #8 #10 3/4" 45 #8 #10 3/4" 50 #8 #10 3/4" 60 #6 # 10 3/4" 70 #4 #8 1" 80 #4 #8 1" 90 #3 #8 1-1/4" 100 #3 #8 1-1/4" PROVIDE THE FOLLOWING QUANTITIES: 1 POLE CIRCUIT - 1 HOT, 1 NEUTRAL, 1 GROUND 2 POLE CIRCUIT - 2 HOT, 1 GROUND 3 POLE CIRCUIT - 3 HOT, 1 GROUND 1 POLE IG CIRCUIT - 1 HOT, 1 NEUTRAL, 1 GROUND, 1 ISOLATED GROUND NOTE: ALL SPARE CIRCUITS WITH NOVAR CONTROL INDICATED ARE PRE—WIRED TO CONTACTOR AND TERMINAL STRIP WITHIN POWER WALL. DEMAND LOAD SUMMARY LIGHTING RECEPTACLES 1ST 10KVA REMAINDER HVAC MISCELLANEOUS WATER HEATING TRACK LIGHTING (ADDITIONAL LOAD) (+) 25% OF LARGEST MOTOR 49620 10000 30080 215874 17570 2000 12000 X X X X X X X 14450 X 125% 100% 50% 100% 100% 100% 100% 62025 VA 10000 VA 15040 VA 215874 VA 17570 VA = 2000 VA 12000 VA SUBTOTAL .334509 VA 25% = 3613 VA TOTAL DEMAND LOAD: 338122 VA 407 AMPS NEC 220.42 220.44 220.43(B) ALL PANELS ARE EXISTING AND ARE TO REMAIN. NOVAR OUTPUT VOLTAGE: 208/ 120v PANEL. LA YES EQUIPMENT GROUND BUS: YES AMPS: 225 MLO ISOLATED GROUND BUS: NO MIN CB IC: 22,000 AIC LOAD PER PHASE LOAD MOUNTING: SURFACE CKTBRK NO -DESCRIPTION- POLE SIZE WIRE SIZE A B B — C WIRE SIZE BRK SIZE POLE -DESCRIPTION - CKT NO 1 EXISTING BREAKER 1 20 12 180 1 360 — — — — 12 20 1 EXISTING BREAKER 2 3 EXISTING BREAKER 1 20 12 — .360 1 — 12 20 1 EXISTING BREAKER 4 5 EXISTING BREAKER 1 20 12 — — 360 1 — 12 20 I EXISTING BREAKER 8 7 EXISTING BREAKER 1 20 12 — 1 — — — 12 20 1 EXISTING BREAKER 8 9 EXISTING BREAKER 1 20 — — — 12000 10 25 1 EXISTING BREAKER 10 11 EXISTING BREAKER 1 20 — — I — — 1 — — 20 1 EXISTING BREAKER 12 13 EXISTING BREAKER 1 20 — — 1 60 — — 12 20 1 EXISTING BREAKER 14 15 EXISTING BREAKER 1 20 12 I — 108011000 180 12 20 1 EXISTING BREAKER 18 17 EXISTING BREAKER 1 20 12 — — 1 — 720 11800 12 20 1 EXISTING BREAKER 18 19 EXISTING BREAKER 1 20 12 540 180 — EXISTING BREAKER 12 20 1 EXISTING BREAKER 20 21 EXISTING BREAKER 1 20 12 — 540 1 180 12 20 1 EXISTING BREAKER 22 23 EXISTING BREAKER 1 20 12 — EXISTING BREAKER 10001 18C 12 20 1 EXISTING BREAKER 24 25 EXISTING BREAKER 1 20 12 10001 — 28 29 — 20 1 EXISTING BREAKER 28 27 EXISTING BREAKER 1 20 12 EXISTING BREAKER loco' 180 12 20 1 EXISTING BREAKER 28 29 CUSTOMER SERVICE RECP 1 20 12 32 33 500 I - - 20 1 EXISTING BREAKER 30' 31 EXISTING BREAKER 1 20 12 720 1 — EXISTING BREAKER — — 20 1 EXISTING BREAKER 32 33 EXISTING BREAKER 1 20 12 37 360 1 500 12 20 1 EXISTING BREAKER 34 35 SPECIALTY UGHTING 1 20 12 EXISTING BREAKER — 1000 11000 12 20 1 SPECIALTY UGHTING 38 37 SPECIALTY UGHTING 1 20 12 1000 11000 — — 12 20 1 SPECIALTY UGHTING 38 39 SPECIALTY UGHTING 1 20 12 1000 11000 1 - 12 20 1 SPECIALTY UGHTING 40 41 SPECIALTY UGHTING 1 20 12 1000 11000 12 20 1 SPECIALTY UGHTING 42 N NO CONTROL * PROVIDE ISOLATED GROUND WIRE ** PROVIDE LOCK ON DEVICE 3940 7560 5520 COMMENTS: - TOTAL KVA: TOTAL AMPS: 17020 47.3 VOLTAGE: 208/ 120V PANEL: LB YES EQUIPMENT GROUND BUS: YES AMPS: 100 MLO ISOLATED GROUND BUS: YES MIN CB IC: 22,000 AIC LOAD PER PHASE LOAD MOUNTING: SURFACE bKT-DESCRIPTION- NO -DESCRIPTION- POLE BRK SIZE WIRE SIZE A B B — C WIRE SIZE BRK SIZE POLE -DESCRIPTION- CKT NO 1 EXISTING BREAKER 1 20 12* 180 1 180 — — — — 12* 20 1 EXISTING BREAKER 2 3 EXISTING BREAKER 1 20 12* — 360 1 540 12* 20 1 EXISTING BREAKER 4 5 EXISTING BREAKER 1 20 12* — — 360 11080 12* 20 1 EXISTING BREAKER 8 7 EXISTING BREAKER 1 20 12* — 11080 — — 12* 20 1 EXISTING BREAKER 8 9 EXISTING BREAKER 1 20 — — — 1 180 12* 20 1 EXISTING BREAKER 10 11 EXISTING BREAKER 1 20 — — I — — 1 180 12* 20 1 EXISTING BREAKER 12 13 EXISTING BREAKER 1 20 12 1 180 — — 12* 20 1 EXISTING BREAKER 14 15 EXISTING BREAKER 1 20 — I — — 1 180 12* 20 1 EXISTING BREAKER 18 17 EXISTING BREAKER 1 20 12* — — 1 — 180 11000 12 20 1 PLUGMOLDS 18 19 EXISTING BREAKER 1 20 12* 180 11000 — EXISTING BREAKER 12 20 1 PLUGMOLDS 20 21 EXISTING BREAKER 1 20 12* — 180 11000 I - 12 20 1 PLUGMOLDS Z2 23 EXISTING BREAKER 1 20 12* — EXISTING BREAKER 180 11000 12 20 1 PLUGMOLDS 24 25 EXISTING BREAKER 1 20 — — 11000 28 29 12 20 1 PLUGMOLDS 28 27 EXISTING BREAKER 1 20 12* EXISTING BREAKER 180 11000 12160 12 20 1 PLUGMOLDS 28 29 EXISTING BREAKER 1 20 12* 32 33 180 11000 12 20 1 PLUGMOLDS 30 31 EXISTING BREAKER 1 20 12* 180 11000 EXISTING BREAKER — 12 20 1 PLUGMOLDS 32 33 REMOTE IG RECEPTS 1 20 12 37 180 11000 I - 12 20 1 PLUGMOLDS 34 35 REMOTE IG RECEPTS 1 20 12 EXISTING BREAKER — 180 11000 I - 12 20 1 PLUGMOLDS 38 37 REMOTE IG RECEPTS 1 20 12 180 11000 — — 12 20 1 PLUGMOLDS 38 39 REMOTE IG RECEPTS 1 20 12 180 11000 1 - 12 20 1 PLUGMOLDS 40 41 REMOTE IG RECEPTS 1 20 12 180 I — 12* 20 1 EXISTING BREAKER 42 N NO CONTROL * PROVIDE ISOLATED GROUND WIRE ** PROVIDE LOCK ON DEVICE 1980 1 1980 2160 COMMENTS: TOTAL KVA: TOTAL AMPS: 6120 17.0 CEILING & COLUMN RECEPTS. CIRCUITS ALLOTTED FOR BBB CONTROL GROUP 'C' NOVAR OUTPUT 3 3 3 3 3 3 2 SPECIALITY LIGHTING CIRCUITS ALLOTTED FOR BBB CONTROL GROUP 'E' 2 2 2 2 2 2 2 2 2 2 2 2 2 N** VOLTAGE: 208/ 120V PANEL: LC YES EQUIPMENT GROUND BUS: YES AMPS: 200 MCB ISOLATED GROUND BUS: NO MIN CB IC: 22,000 AIC LOAD PER PHASE LOAD MOUNTING: SURFACE CKT NO -DESCRIPTION- /DOLE BRK SIZE WIRE SIZE A 1 B — C WIRE SIZE BRK SIZE POLE -DESCRIPTION- CKT NO 1 EXISTING BREAKER 1 20 12 900 1 720 — — — — 12 20 1 EXISTING BREAKER 2 3 EXISTING BREAKER 1 20 12 — 720 1 900 12 20 1 EXISTING BREAKER 4 8 EXISTING BREAKER 1 20 12 — — 900 1 360 12 20 1 EXISTING BREAKER 8 7 EXISTING BREAKER 1 20 12 720 1 180 — — 12 20 1 EXISTING BREAKER 8 9 EXISTING BREAKER 1 20 12 — 720 1 720 12 20 1 EXISTING BREAKER 10 11 EXISTING BREAKER 1 20 12 — I — 720 1 — — 20 1 EXISTING BREAKER 12 13 EXISTING BREAKER 1 20 12 — 1 — — — 12 20 1 EXISTING BREAKER 14 15 EXISTING BREAKER 1 20 12 I — — I - 12 20 1 EXISTING BREAKER 18 17 EXISTING BREAKER 1 20 12 — — 1 — — 1 458 12 20 1 EXISTING BREAKER 18 19 EXISTING BREAKER 1 20 12 — 1 — — EXISTING BREAKER 12 20 1 EXISTING BREAKER 20 21 EXISTING BREAKER 1 20 12 — — I - 12 20 1 EXISTING BREAKER 22 23 EXISTING BREAKER 1 20 12 — EXISTING BREAKER — 1 — 12 20 1 EXISTING BREAKER 24 25 EXISTING BREAKER 1 20 12 495 1 — 28 29 12 20 1 EXISTING BREAKER 28 27 EXISTING BREAKER 1 20 12 EXISTING BREAKER — 12160 12 20 1 EXISTING BREAKER 28 29 EXISTING BREAKER 1 20 12 32 33 185 11440 12 20 1 EXISTING BREAKER 30 31 EXISTING BREAKER 1 20 12 — 1 — EXISTING BREAKER — 12 20 1 EXISTING BREAKER 32 33 EXISTING BREAKER 1 20 12 37 — I - - 20 1 EXISTING BREAKER 34 35 EXISTING BREAKER 1 20 12 EXISTING BREAKER — — I - - 20 1 EXISTING BREAKER 38 37 EXISTING BREAKER 1 20 — — I - — — - 20 1 EXISTING BREAKER 38 39 EXISTING BREAKER 1 20 — — 1 - - 20 1 EXISTING BREAKER 40 41 EXISTING BREAKER 1 20 12 200 1 — — 20 1 EXISTING BREAKER 42 N NO CONTROL * PROVIDE ISOLATED GROUND WIRE ** PROVIDE LOCK ON DEVICE 3015 1 5562 4491 COMMENTS: - TOTAL KVA: TOTAL AMPS: 13068 36.3 NOVAR )UTPUT 2 2 2 2 NOVAR )UTPUT 2 2 2 2 2 2 2 2 2 2 2 2 NOVAR )UTPUT 3 3 3 3 3 3 CEILING & COLUMN RECEPTS. CIRCUITS ALLOTTED FOR BBB CONTROL GROUP 'C' 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 SPECIALITY LIGHTING CIRCUITS ALLOTTED FOR BBB CONTROL GROUP 'E' UNIT NOVAR OUTPUT H EATER -+mi EXHAUST FANS SIGNAGE CIRCUITS ALLOTTED FOR BBB CONTROL GROUP 'F' NOVAR OUTPUT SPECIALIT LIGHTING CIRCUITS ALLOTTED FOR BBB CONTROL GROUP 'E' NOVAR OUTPUT GENERAL LIGHTING CIRCUITS ALLOTTED FOR BBB CONTROL GROUP 'A' GENERAL LIGHTING CIRCUITS ALLOTTED FOR BBB CONTROL GROUP 'C' VOLTAGE: 208/ 120V PANEL: LD YES EQUIPMENT GROUND BUS: YES AMPS: 200 MCB ISOLATED GROUND BUS: NO MIN CB IC: 22,000 AIC LOAD PER PHASE LOAD MOUNTING: SURFACE CKT NO -DESCRIPTION- POLE BRK SIZE WIRE SIZE A 1 B — CWIRE SIZE BRK SIZE POLE -DESCRIPTION- CKT NO 1 EXISTING BREAKER — — — — I — — — — — — — — EXISTING BREAKER 2 3 EXISTING BREAKER — EXISTING BREAKER — — — 1 - — I — — EXISTING BREAKER 4 8 EXISTING BREAKER — — — — — — I — — — — EXISTING BREAKER 8 7 EXISTING BREAKER — — — — I — — — — — — EXISTING BREAKER 8 9 EXISTING BREAKER — — — — — I — — — — EXISTING BREAKER 10 11 EXISTING BREAKER — — — — I — — 1 — — — — EXISTING BREAKER 12 13 EXISTING BREAKER — — — — 1 - — — - - - EXISTING BREAKER 14 15 EXISTING BREAKER — — — I — — 1 - - - - EXISTING BREAKER 18 17 EXISTING BREAKER — — I — — — — 1 — — I - - - EXISTING BREAKER EXISTING BREAKER 18 19 EXISTING BREAKER. — — — — I - — EXISTING BREAKER - - - EXISTING BREAKER 20 21 EXISTING BREAKER — — — — — I - - - - EXISTING BREAKER 22 23 EXISTING BREAKER — — — — EXISTING BREAKER — 1 - - - - EXISTING BREAKER 24 25 EXISTING BREAKER — — — 11000 28 29 12 20 1 PLUGMOLDS 28 27 EXISTING BREAKER — — — EXISTING BREAKER — 11000 12 20 1 PLUGMOLDS 28 29 EXISTING BREAKER — — — 32 33 — 11000 12 20 1 PLUGMOLDS 30 31 EXISTING BREAKER — — — — I — EXISTING BREAKER — — — — EXISTING BREAKER 32 33 EXISTING BREAKER — — — 37 — I — — — — I — EXISTING BREAKER 34 38 EXISTING BREAKER — — — EXISTING BREAKER — — I - - — I — EXISTING BREAKER 38 37 EXISTING BREAKER — 41 EXISTING BREAKER — I — — — — — — EXISTING BREAKER 38 39 EXISTING BREAKER — — — — I - - - - EXISTING BREAKER 40 41 EXISTING BREAKER — — — — 1 — — — — EXISTING BREAKER 42 N NO CONTROL * PROVIDE ISOLATED GROUND WIRE ** PROVIDE LOCK ON DEVICE 1 COMMENTS: - TOTAL KVA: TOTAL AMPS: - 22591 62.8 VOLTAGE: 208/ 120V PANEL: LC1 EQUIPMENT GROUND BUS: YES AMPS: 100 MLO ISOLATED GROUND BUS: NO MIN 'CKT—DESCRIPTION— NO CB IC: 22.000 AIC POLE BRK SIZE WIRE SIZE LOAD PER PHASE B C MOUNTING: WIRE WIRE SIZE BRK SIZE POLE -DESCRIPTION- SURFACE CKT NO 1 EXISTING BREAKER — — — — I — — — — — — EXISTING BREAKER 2 3 EXISTING BREAKER — — — — — I — — — — EXISTING BREAKER 4 8 EXISTING BREAKER — — — — — I — — — — EXISTING BREAKER 8 7 EXISTING BREAKER — — — — — — — — — EXISTING BREAKER 8 9 EXISTING BREAKER — — — — — — — — — EXISTING BREAKER 10 11 EXISTING BREAKER — — — — — 1 — — — — EXISTING BREAKER 12 13 EXISTING BREAKER — — — — I — — — — EXISTING BREAKER 14 15 EXISTING BREAKER — 18 EXISTING BREAKER — — I — — — — EXISTING BREAKER 18 17 EXISTING BREAKER — — — — — I — — — — EXISTING BREAKER 18 19 EXISTING BREAKER — — — — I — — — — 1 — EXISTING BREAKER 20 21 EXISTING BREAKER — — — — — — — — — EXISTING BREAKER 22 23 EXISTING BREAKER — — — — 1 — — — EXISTING BREAKER 24 25 EXISTING BREAKER — — — — I — — — — — EXISTING BREAKER 25 27 EXISTING BREAKER — — — — I — — — — EXISTING BREAKER 28 29 EXISTING BREAKER — — — — — I - - - EXISTING BREAKER 30 31 EXISTING BREAKER — — — — I — — — — EXISTING BREAKER 32 33 EXISTING BREAKER — — EXISTING BREAKER I — — — — EXISTING BREAKER 34 38 EXISTING BREAKER — — — — — I — — — I - EXISTING BREAKER 38 37 EXISTING BREAKER — — — — I — — — — — EXISTING BREAKER 38 39 EXISTING BREAKER — — — — — I — — — — EXISTING BREAKER 40 41 EXISTING BREAKER — — — — — I — N NO CONTROL * PROVIDE ISOLATED GROUND WIRE ** PROVIDE LOCK ON DEVICE FOR CIRCUITS 7, 41 A LEG "A" = UNCONTROLLED B LEG "B" =CONTROLLED - I — EXISTING BREAKER 42 N NO CONTROL * PROVIDE ISOLATED GROUND WIRE ** PROVIDE LOCK ON DEVICE 1 38278 COMMENTS: - TOTAL KVA: TOTAL AMPS: 4115 11.4 VOLTAGE: 480/ 277 V PANEL: HAEQUIPMENT GROUND BUS: YES AMPS: 200 MLO ISOLATED GROUND BUS: NO MIN CB IC: 22,000 AIC LOAD PER PHASE MOUNTING: SURFACE \CKT-DESCRIPTION- NO NO OCCUPIED POLE BRK SIZE WIRE SIZE A B C WIRE SIZE BRK SIZE POLE -DESCRIPTION- CKT NO 1 EXISTING BREAKER — — — — I — 9:30 AM 9:30 AM — — — EXISTING BREAKER 2 3 EXISTING BREAKER — — — 10:00 PM — I - - - - EXISTING BREAKER 4 8 EXISTING BREAKER — 11:00 PM A — I PROVIDE OVERRIDE SWITCHES IN REAR ELECTRIC ROOM — — EXISTING BREAKER 8 7 EXISTING BREAKER — — 1 I — — STAFF LIGHTS, EXHAUST FANS LIGHT GROUP A WILL ACTIVATE AT OCCUPIED TIME INDICATED EXISTING SPARE 8 9 EXISTING BREAKER — — — C — I - - LIGHT GROUP C WILL ACTIVATE AT 15 MINUTES PRIOR TO OPENING 2 EXISTING SPARE 10 11 EXISTING BREAKER — — — — — STORE SIGNAGE AND TYPE 'W' LIGHTING FIXTURES WILL ACTIVATE AT DUSK OR WHEN LIGHT LEVEL IS LOW 4 — EXISTING SPARE 12 13 EXISTING BREAKER — — I - - - - EXISTING BREAKER 14 18 EXISTING BREAKER — — — — I — — EXISTING BREAKER 18 17 EXISTING BREAKER — — — — — — — — EXISTING BREAKER 18 19 EXISTING BREAKER — — — — 1 — — — — EXISTING BREAKER 20 21 EXISTING BREAKER — — — — I — — — — EXISTING BREAKER 22 23 EXISTING BREAKER — — — — — — EXISTING BREAKER Y4 25 EXISTING BREAKER — — — — I — — — — EXISTING SPARE 28 27 EXISTING BREAKER — — — — — — EXISTING SPARE 28 29 EXISTING BREAKER — — — — 1 — — — — EXISTING SPARE 30 31 EXISTING BREAKER — — — — I — — — — EXISTING SPARE 32 33 EXISTING BREAKER — — I - - - - 34 38 EXISTING BREAKER — — — — I - - - - 38 37 EXISTING BREAKER — — — — I — _ _ _ 38 39 EXISTING BREAKER — — — — 1 - 40 41 EXISTING BREAKER — — — — I - 42 N NO CONTROL * PROVIDE ISOLATED GROUND WIRE ** PROVIDE LOCK ON DEVICE FOR CIRCUITS 7, 41 A LEG "A" = UNCONTROLLED B LEG "B" =CONTROLLED - I COMMENTS: TRACK LIGHT CIRCUITS 20,22,24,26 ARE PROTECTED BY A 6 AMP CURRENT LIMITING BREAKER. THIS IS DESIGNED TO LIMIT THE AMOUNT OF WATTS. LIMIT DEVICE IS PLACED WITHIN POWERWALL ON TERMINAL AREA SHELF. THIS MEETS ASHRAE 90.1-2004 ADDENDUM e, 9.1.4 (C) TOTAL KVA: TOTAL AMPS: 38278 46.1 0 REFER TO DETAIL 03/E4.2 • L1%, NOVAR ]UTPUT 2 2 2 SPECIALITY LIGHTING/ PLUGMOLD ALLOTTED FOR BBB CONTROL GROUP 'E' NOVAR )UTPUT NOVAR )UTPUT GENERAL LIGHTING CIRCUITS ALLOTTED FOR BBB CONTROL GROUP 'B' GENERAL LIGHTING CIRCUITS ALLOTTED FOR BBB CONTROL GROUP 'C' SPECIALITY LIGHTING - CONTROL GROUP 'E' 3 EXTERIOR LIGHTING - CONTROL GROUP 'G' STAFF LIGHTING - CONTROL GROUP 'A' DECORATIVE LIGHTING - CONTROL GROUP 'F' t� 9 1P0 RECtivtu CITY OF TU KWILA MAR 0 2 2012 PERMIT CENTER 01 N.T.S. SCHEDULES SOURCE: VER. 1.2010 Aoms ESU. ARCHITECTURAL GROUP I NTERNATIONAL 15 WEST SEVENTH STREET COVINGTON, KENTUCKY 41011 PH 859-261-5400 FAX 859-261-5530 DESIGNER NOTE CHECKLIST see DISTRIBUTION: DATE: ISSUE FOR PERMIT 2/16/12 ARCH. PROJECT# 88B PROJECT# 110925 2012 BBBY DRAWN: CHECKED: NI GW PANEL SCHEDULES 1-60 LIGHTING CONTROLS DAY OF WEEK GROUP CONTROL SUNDAY MONDAY TUESDAY WEDNESDAY THURSDAY FRIDAY SATURDAY ON OFF OCCUPIED 8:00 AM 7:00 AM 7:00 AM 7:00 AM 7:00 AM 7:00 AM 7:00 AM A OPEN 10:00 AM 9:30 AM 9:30 AM 9:30 AM 9:30 AM 9:30 AM 9:30 AM B,C,E CLOSE 8:00 PM 10:00 PM 10:00 PM 10:00 PM 10:00 PM 10:00 PM 10:00 PM B,C,E UNOCCUPIED 9:00 PM i 1:00 PM 11:00 PM _ 1 1:00 PM 11:00 PM 1 1:00 PM 11:00 PM A STORE SIGNAGE AND DECORATIVE LIGHTING: ON AT DUSK, OFF AT 12:00 AM PROVIDE OVERRIDE SWITCHES IN REAR ELECTRIC ROOM FUNCTION NOVAR OUTPUT BBB LIGHT GROUP EQUIPMENT NOTES: 1 A STAFF LIGHTS, EXHAUST FANS LIGHT GROUP A WILL ACTIVATE AT OCCUPIED TIME INDICATED 6 B CUSTOMER LIGHTS LIGHT GROUP B WILL ACTIVATE AT 15 MINUTES PRIOR TO OPENING 3 C CUSTOMER LIGHTS, CEILING & COLUMN RECEPTS LIGHT GROUP C WILL ACTIVATE AT 15 MINUTES PRIOR TO OPENING 2 E SPECIALTY LIGHTS, PLUGMOLD, FTG LIGHTING LIGHT GROUP E WILL ACTIVATE AT OPENING TIME INDICATED 5 F SIGNAGE, DECORATIVE LIGHTING STORE SIGNAGE AND TYPE 'W' LIGHTING FIXTURES WILL ACTIVATE AT DUSK OR WHEN LIGHT LEVEL IS LOW 4 G EXTERIOR BUILDING LIGHTING WALLPACKS AND EXTERIOR SOFFIT TYPE 'V' LIGHTING WILL ACTIVATE WITH PHOTOCELL ON AND PHOTOCELL OFF LIGHT GROUPS B,C,E WILL DEACTIVATE AT CLOSING TIME INDICATED LIGHT GROUP A WILL DEACTIVATE AT THE UNOCCUPIED TIME INDICATED • L1%, NOVAR ]UTPUT 2 2 2 SPECIALITY LIGHTING/ PLUGMOLD ALLOTTED FOR BBB CONTROL GROUP 'E' NOVAR )UTPUT NOVAR )UTPUT GENERAL LIGHTING CIRCUITS ALLOTTED FOR BBB CONTROL GROUP 'B' GENERAL LIGHTING CIRCUITS ALLOTTED FOR BBB CONTROL GROUP 'C' SPECIALITY LIGHTING - CONTROL GROUP 'E' 3 EXTERIOR LIGHTING - CONTROL GROUP 'G' STAFF LIGHTING - CONTROL GROUP 'A' DECORATIVE LIGHTING - CONTROL GROUP 'F' t� 9 1P0 RECtivtu CITY OF TU KWILA MAR 0 2 2012 PERMIT CENTER 01 N.T.S. SCHEDULES SOURCE: VER. 1.2010 Aoms ESU. ARCHITECTURAL GROUP I NTERNATIONAL 15 WEST SEVENTH STREET COVINGTON, KENTUCKY 41011 PH 859-261-5400 FAX 859-261-5530 DESIGNER NOTE CHECKLIST see DISTRIBUTION: DATE: ISSUE FOR PERMIT 2/16/12 ARCH. PROJECT# 88B PROJECT# 110925 2012 BBBY DRAWN: CHECKED: NI GW PANEL SCHEDULES 1-60 cri 0 0 cc v co 0 w vi w cc a O • w • � ON } z OQ 0 O I._ • U 0� Z U Q Xw w= u->- w � z _I - N a COO Oa UJ Oz in in N 0 POWER PLAN NOTES NO. DESCRIPTION 1 JUNCTION BOX WITH DEDICATED CIRCUIT MOUNTED AT 16'-6" AFF OR DECK OR JOIST FOR SPECIALTY LIGHTING. AFTER BBB FIXTURING IS INSTALLED, ELECTRICAL SUBCONTRACTOR TO PROVIDE J -BOX W/ (2) CIRCUIT DISTRIBUTORS (CD) ON DISPLAY UNIT WITHIN 12'-0" OF J -BOX AND 6'-0" AFF AS DIRECTED BY TENANT AND MAKE FINAL CONNECTION USING WHITE SJ CORD. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR ALL ELECTRICAL CONNECTIONS AS DIRECTED BY BBB AND PER CODE. IF REQUIRED BY LOCAL CODE THE ELECTRICAL CONTRACTOR MUST HARDWIRE IN EMT FROM THE J -BOX AT THE CEILING TO THE SPECIALTY LIGHTING. REFER TO DETAIL 14/E2.4. 11 NEW 8' FLUORESCENT FIXTURE W/GAURD MOUNTED AT SURROUNDING FIXTURE HEIGHT AND POWERED FROM LOCAL LIGHTING CIRCUIT 12 REPLACE EXISTING 8' FLUORESCENT FIXTURE WITH NEW FLUORESCENT FIXTURE W/GAURD. 0 ELECTRICAL SUBCONTRACTOR TO PROVIDE PLUGMOLD IN LOCATION DESIGNATED BY BBB. AFTER BBB FIXTURING IS INSTALLED, ELECTRICAL CONTRACTOR TO PROVIDE DUPLEX OUTLET IN LOCATION AS PER BBB FINAL LAYOUT, USING WHITE SJ CORD. ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL PLUGMOLD - WIREMOLD NO.09043, CATALOG NO. V20 -C2. 3❑ NOT USED CONTRACTOR SHALL PROVIDE TRACK IN LOCATION DESIGNATED BY 13 BBB. CONTRACTOR SHALL PROVIDE TRACK, HEADS, LAMPS AS SPECIFIED, MOUNTING HARDWARE, PENDANTS AND ALL REQUIRED PARTS TO MOUNT THE TRACK ABOVE THE SALES FLOOR LIGHTS SUCH THAT THE BOTTOM OF THE TRACK IS AT 13'-0" AFF. LOCATION AS PER BBB FINAL PLAN. ALL MOUNTING HARDWARE FOR TRACK LIGHTING (INCLUDING THREADED ROD) TO BE PAINTED PTD -6. 14 RELOCATED TRACK. EXTEND AND RECONNECT AS REQUIRED NOTE: EXISTING J -BOXES TO BE UTILIZED WHEN EVER POSSIBLE. IF NO J -BOX EXISTS WITHIN AREAS SHOWN, PROVIDE NEW J -BOX AS REQUIRED. NOTE: ALL LIGHTING ON THIS DRAWING IS CIRCUITED TO PANEL HA, UNLESS OTHERWISE NOTED. ElELECTRICAL SUBCONTRACTOR TO PROVIDE DUPLEX OUTLETS MOUNTED 4 ON UNISTRUT (HEIGHT OF UNISTRUT AS NOTED BELOW IN NOTE #7). ALL OUTLETS TO BE NOVAR CONTROLLED. RECEPTACLES SHALL BE MOUNTED ON THE BOTTOM OF THE UNISTRUT FACING THE FLOOR. UNISTRUT SHALL BE MOUNTED SUCH THAT THE CHANNEL IS FACING THE CEILING. UNISTRUT SHALL BE PAINTED TO MATCH THE CEILING. R1 JUNCTION BOX MOUNTED AT BAR JOIST FOR CONNECTION TO DISPLAY FIXTURE. AFTER BBB FIXTURING IS INSTALLED, ELECTRICAL SUBCONTRACTOR TO PROVIDE DUPLEX OUTLET IN LOCATION AS PER BBB FINAL LAYOUT, USING SJ CORD OR HARD WIRE WITH EMT IF REQUIRED BY LOCAL CODE. © FOR ALL REGISTER BAYS, REMOTE AND CUSTOMER SERVICE DESKS: PROVIDE J -BOX AT JOIST FOR POWER. J -BOX SHOULD INCLUDE (1) I.G. CIRCUIT FOR EACH I.G. DUPLEX OUTLET AND (1) CIRCUIT FOR EVERY (2) REGULAR DUPLEX OUTLETS. PROVIDE A PULL BOX AND 2" CONDUIT. CIRCUITING SHOULD RUN THROUGH THE 2" CONDUIT. ALL REMOTE SERVICE DESKS ARE FURNISHED WITH OUTLETS ALREADY INSTALLED AS SHOWN IN DETAIL 01/E1.1 (NOTE: DATA/TELEPHONE OUTLET SUPPLIED, INSTALLED AND POWERED BY BBB). ELECTRICAL CONTRACTOR TO RUN CIRCUITS TO ALL OUTLETS. ALSO REFER TO DETAILS 5/E3.3. 171J -BOX WITH DEDICATED CIRCUIT MOUNTED ® 16'-6" A.F.F. ON DECK OR JOIST FOR F.T.G. RECEPTACLES LOCATED WITHIN FC -CUSTOMER SERVICE DESK. CENTER OF FTG DESK TO MOUNT 8'-0" UNISTUT ® 16'-1" A.F.F. CONTRACTOR SHALL PROVIDE MULTIPLE JUNCTION BOXES FOR SPECIALTY LIGHTING MOUNTED AT HEIGHT NOTED ON DETAIL. THE MODULAR WIRING SYSTEM BY "LITHONIA RELOC" CONSISTS OF "CIRCUIT DISTRIBUTORS" (CD/120V/D, E OR F)/CSA) WHICH ARE WIRED DIRECTLY INTO J -BOX; "CABLE EXTENDER" (CE/120V/D, E OR F)/CSA) WHICH EXTENDS FROM J -BOX TO FIRST LIGHT FIXTURE AS WELL AS EXTENDS FIXTURE TO FIXTURE; AND "CIRCUIT SELECTOR UNIT" (CSU/120V/F/U/CSA). THE CSU HAS BEEN PRE WIRED TO THE SPECIALTY LIGHTING FIXTURE AND CONNECTS TO THE CABLE EXTENDER. CONTRACTOR IS RESPONSIBLE TO FURNISH AND INSTALL "CIRCUIT DISTRIBUTORS" AT ALL J -BOXES SERVING IN -RACK SPECIALTY LIGHTING. THE BALANCE OF LITHONIA RELOC WIRING COMPONENTS NOTED ("CABLE EXTENDER", "CIRCUIT SELECTOR UNIT") ON THE DRAWINGS SHALL BE FURNISHED AND INSTALLED BY TENANT UNLESS RESTRICTED BY LOCAL JURISDICTION. IF TENANT IS RESTRICTED FROM COMPLETING INSTALLATION AS OUTLINED FOR ANY REASON, CONTRACTOR IS RESPONSIBLE FOR COMPLETING INSTALLATION INCLUDING HARD WIRING OF FIXTURES. 10 WORKSTATION: PROVIDE J -BOX AT JOIST FOR POWER. J -BOX SHOULD INCLUDE (1) I.G. CIRCUIT FOR EACH I.G. DUPLEX OUTLET AND (1) CIRCUIT FOR EVERY (2) REGULAR DUPLEX OUTLETS. PROVIDE A PULL BOX AND (2) 1" CONDUIT TO JOIST ABOVE. (NOTE: DATA/TELEPHONE OUTLET SUPPLIED, INSTALLED AND POWERED BY BBB). ELECTRICAL CONTRACTOR TO RUN CIRCUITS TO ALL OUTLETS. (SEE WORKSTATION DETAIL) full size R =BCAnED N TO EXTEND ERWISE-NO D. CO ECONNECT AS REQUIRED 7 o��I�►7��rtI� ALL F_UORESC_NT LUGHT1NgIN TI -I S /�REAi HAS BEEN RELOCATED UNLESS OTHERWISE NOTE . CONTRACTOR TO EXTEND AND RE S RQUIRED. 0 0 CD 1' o DECK PAINTED CONDUITS TO DECK SLATVALL ENCLOSURE —(2) 1' CONDUITS GONDOLA UPRIGHT FLAT SCREEN MONITOR 4 HERE KEYBOARD HERE FILE DRAWER/ TRASH CAN HERE BASE DECK FIN. FLOOR SIDE ELEVATION VIEW GONDOLA TOP SPANN WORKSTATION LOCATION (2) 1' CONDUI GONDOLA UPRIG SLATWALL ENCLOSURE PLAN VIEW WORKSTATION DETAIL 02 SCALE: N.T.S. REMODEL SYMBOL LEGEND Q EXFISTINGHUBELL RECEPTACLE#53621, 20A, 120V - 18' AF Q Gra EXISTING GROUND FAULT INTERRUPTING RECEPTACLE, 20A, GR❑UND120V - 18' AFF Q sa EXISTING ISOLATED GROUND RECEPT. 20A, 120V - 18' AFF HUBELL# IG5362 (ORANGE) 9 a. EXISTING UNISTRUT MOUNTED RECEPTACLE, 20A, 120V CM 0 EXISITNG DUPLEX OUTLET MOUNTED TO COLUMN @ 14'-6' A.F.F. If THIS SYMBOL REPRESENTS AN EXISTING MULTIOUTLET ARRANGEMENT SHOWN ON PROTOTYPE CONST. DOC'S ® EXISTING JUNCTI❑N BOX 1 THIS SYMBOL REPRESENTS A NEW MULTIOUTLET ARRANGEMENT SHOWN ON PROTOTYPE CONST. DOC'S et NEW JUNCTI❑N BOX THIS SYMBOL REPRESENTS A NEW QUAD OUTLET az NEW DUPLEX OUTLET MOUNTED TO COLUMN @ 14'-6' A.F.F. it NEW120V UNISTRUT MOUNTED RECEPTACLE, 20A, aNEW ISOLATED GROUND RECEPTACLE 20A, 120V - 18' AFF HUBELL# IG5362 (ORANGE', qi NEW DUPLEX RECEPTACLE#53621 , 20A, 120V - 18' WI NEW OVERHEAD POWER AND DATA SUPPLY REF. DRAWING E3.4 P=i 60' DOUBLE CONNECTOR - WIRE AS PER CODE P-2 r' 180' DOUBLE CONNECTOR - WIRE AS PER CODE cDbum 6� q REGbvtu CITY OF TUKWLA MAR 022012 PERMIT CENTER FLOOR PLAN - LIGHTING SCALE: 1/16" = 1'-0" SEPARATE PERMIT AND n PPRflVAL REQUIRED 01 I... U. ARCHITECTURAL GROUP I NTERNATIONAL 15 WEST SEVENTH STREET COVINGTON, KENTUCKY 41011 PH 859-261-5400 FAX 859-261-5530 DESIGNER NOTE CHECKLIST DISTRIBUTION: DATE: ISSUE FOR PERMIT 2/16/12 ARCH. PROJECT# BBB PROJECT# 110925 2012 BBBY DRAWN: CHECKED: NI GW 11801116 IBM LIGHTING PLAN M , 0 8'-2 1/2" O 8'-0" 4'--0" i o 8'-O" i -11 1/2'� 4,-3" • i 0 10'-3" -0" 0 0 co V-0" N 0 RI NI NI 22'-0" 4'-0" l LIGHTING PLAN -TOWELS / SHOWER / HARDWARE & PRE -SALES "B" 03 0 0 co c I rn 6-0" 0 0 cD \-- 8'_4" 0 8'-0" 8'-0" 0 8'-0" Q CV 8'-0" Et 8'-0" 8'-0" Eill 4'-O" 8'-0" 1 2'-0" 8'10" 1 8'-o" �c- REVIEWED FOR CODE COMPLIANCE APPROVED MAY 14 2012 City of Tukwila BUILDING DIVISION 8'-0" 8'-0". LIGHTING PLAN - F.T.G. / DINNERWARE / SOFT KITCHEN / BEDDING DEPTS. & F.T.G. PRE -SALES 02 SCALE: 1/8" = 1'-O" SCALE: 1/8" = 1'-0" LIGHTING FIXTURE SCHEDULE Rev. 06/20/06 SYMBOL DESCRIPTION 8'-0" SALES FIXTURE FLUORESCENT MOUNTING TO MATCH EXISTING 4'-0" SALES FIXTURE FLUORESCENT 8'-0" PRE—FIXTURE FLUORESCENT W/ WIREGUARD TO MATCH EXISTING TO MATCH EXISTING 4'-0" PRE—SALES FIXTURE FLUORESCENT W/ WIREGUARD TO MATCH EXISTING 8'-0" PRE—SALES FIXTURE FLUORESCENT W/ WIREGUARD TO MATCH EXISTING DIRECTIONAL EXIT SIGN RELOCATE AS SHOWN GENERAL NOTES 1. EMERGENCY LIGHTING SYSTEMS PROVIDE A MINIMUM OF ONE FOOT CANDLE OF ILLUMINATION FOR A MINIMUM DURATION OF ONE HOUR AS REQUIRED BY THE NATIONAL ELECTRICAL CODE AND IBC. 2. G.C. TO MAKE CHANGES OR ADDITIONS TO THE EMERGENCY LIGHTING AND EXIT SYSTEMS AS REQUIRED BY THE CODE OFFICIAL. DURING JOB SITE INSPECTIONS THE CODE OFFICIAL MAY REQUIRE CHANGES OR ADDITIONS TO THE SYSTEM. 3. ALL EQUIPMENT SHALL BE U.L. LISTED AND INSTALLED ACCORDING TO THE LISTINGS. 4. ELECTRICAL CONTRACTOR TO DISCONNECT AND RECONNECT TO EXISTING CIRCUITS NO ADDITIONAL CIRCUITS OR PANELS WILL BE REQUIRED. 5. THE ELECTRICAL CONTRACTOR WILL FIELD VERIFY EXISTING LOADS ON THE CIRCUIT AND WILL NOT EXCEED 80% OF THE CIRCUIT BREAKER RATING. (I.E. 16 AMPS ON A 20 AMP CIRCUIT BREAKER). 6. ALL WORK SHALL BE ACCOMPLISHED IN STRICT ACCORDANCE WITH GOOD INSTALLATION PRACTICES, SPECIFICATIONS AND THE LATEST EDITIONS OF ALL APPLICABLE LOCAL, STATE AND NATIONAL CODES. ALL COMPONENTS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. RELOCATE EXISTING EXIT SIGN. C t 4 -0" N I 2'-0" J 7 ( 1 ( 1 -- I NOTE: LIGHTING SHOWN GREY IS EXISTING TO REMAIN UNLESS NOTED OTHERWISE. a 00 REetivtu CITY OF TUKWILA MAR 0 2 2012 PERMIT CENTER LIGHTING PLAN - H.B.C. 01 SCALE: 1/8" = 1'-0" )0.11 Ill' ARCHITECTURAL GROUP I NTERNATIONAL 15 WEST SEVENTH STREET COVINGTON, KENTUCKY 41011 PH 859-261-5400 FAX 859-261-5530 DESIGNER NOTE CHECKLIST 0 z APPLICABLE NOT APPLICABLE 0 APPLICABLE NOT APPLICABLE DISTRIBUTION: DATE: ISSUE FOR PERMIT 02/29/12 ARCH. PROJECT# BBB PROJECT# 110925 #371 Rev1 DRAWN: CHECKED: AJC TS DRAWING 11111: ENLARGED LIGHTING PLANS & DETAILS A4.0 Rev. 02/25/08 POWER PLAN NOTES NO. DESCRIPTION JUNCTION BOX WITH DEDICATED CIRCUIT MOUNTED AT 16'-6" AFF OR DECK OR JOIST FOR SPECIALTY LIGHTING. AFTER BBB FIXTURING IS INSTALLED, ELECTRICAL SUBCONTRACTOR TO PROVIDE J -BOX W/ (2) CIRCUIT DISTRIBUTORS (CD) ON DISPLAY UNIT WITHIN 12'-0" OF J -BOX AND 6'-0" AFF AS DIRECTED BY TENANT AND MAKE FINAL CONNECTION USING WHITE SJ CORD. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR ALL ELECTRICAL CONNECTIONS AS DIRECTED BY BBB AND PER CODE. IF REQUIRED BY LOCAL CODE THE ELECTRICAL CONTRACTOR MUST HARDWIRE IN EMT FROM THE J -BOX AT THE CEILING TO THE SPECIALTY LIGHTING. SYMBOL ID Cl r� C2 C3 FTG SPECIALTY LIGHTING FIXTURES DESCRIPTION FULL FTG DISPLAY CABINET FURNISHED BY BBBY WATTAGE QTY. PER CIRCUIT (1) UPPER LIGHT BOX WITH (3) BUILT-IN RECESSED DOWNLIGHTS (1) MIDDLE LIGHT BOX WITH (3) BUILT-IN RECESSED DOWNLIGHTS (1) LOWER LIGHT BOX WITH (1) BUILT-IN FIBER OPTIC DUAL -LIGHT ILLUMINATOR CONTRACTOR TO FURNISH AND INSTALL SPIRAL SELF BALLASTED FLUORESCENT LAMP, SKB13EAPCW AS MANUFACTURED BY MAXLITE IN EACH RECESSED DOWNLIGHT. SEE CABINET DRAWINGS. 146 TOTAL 39 39 68 12 12 8 PARTIAL FTG DISPLAY CABINET FURNISHED BY BBBY WITH (1) LIGHT BOX WITH (3) BUILT-IN RECESSED DOWNLIGHTS. CONTRACTOR SHALL INSTALL SPIRAL SELF BALLASTED FLUORESCENT LAMP, SKB13EAPCW AS MANUFACTURED BY MAXLITE IN EACH RECESSED DOWNLIGHT. SEE CABINET DRAWINGS 39 12 FULL FTG DISPLAY CABINET FURNISHED BY BBBY WITH (1) UPPER LIGHT BOX WITH (3) BUILT-IN RECESSED DOWNLIGHTS. CONTRACTOR TO FURNISH AND INSTALL SPIRAL SELF BALLASTED FLUORESCENT LAMP, SKB13EAPCW AS MANUFACTURED BY MAXLITE IN EACH RECESSED DOWNLIGHT. SEE CABINET DRAWINGS. 39 12 SYMBOL ID DESCRIPTION VOLTAGE LAMPS MOUNTING MANUFACTURER CATALOG NUMBER WATTAGE 2 ELECTRICAL SUBCONTRACTOR TO PROVIDE PLUGMOLD IN LOCATION DESIGNATED BY BBB. AFTER BBB FIXTURING IS INSTALLED, ELECTRICAL CONTRACTOR TO PROVIDE DUPLEX OUTLET IN LOCATION AS PER BBB FINAL LAYOUT, USING WHITE SJ CORD. ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL PLUGMOLD - WIREMOLD NO.09043, CATALOG NO. V20 -C2. TRACK 277 BOTTOM OF TRACK 13'-0" AFF AMERLUX HTEK GLOBAL TWO CIRCUIT TRK -SURF -MT -SILVER C6 TRACK LIGHTING (FLATWARE ONLY) 277 (1) 70W ED17 METAL HALIDE BOTTOM OF TRACK 13'-0" AFF AMERLUX MUR II -70-17-E ST-TN2-277-WW 5 JUNCTION BOX MOUNTED AT BAR JOIST FOR CONNECTION TO DISPLAY FIXTURE. AFTER BBB FIXTURING IS INSTALLED, ELECTRICAL SUBCONTRACTOR TO PROVIDE DUPLEX OUTLET IN LOCATION AS PER BBB FINAL LAYOUT, USING SJ CORD OR HARD WIRE WITH EMT IF REQUIRED BY LOCAL CODE. .M" C9 TRACK LIGHTING (SHADOW BOXES ONLY) 277 (1) 39W T6 BOTTOM OF TRACK 13'-0" AFF AMERLUX 79 ASPV-39-T6-E- ST-TN2-277-CL 44 NOTES FOR ALL LIGHTING FIXTURES: 1. - 2. PROVIDE ALL NECESSARY MOUNTING HARDWARE. ALL THREADED ROD FOR MOUNTING TRACK LIGHTING TO BE PAINTED SILVER. 3. CONTRACTOR SHALL FURNISH AND INSTALL FIXTURES AND LAMPS FOR ITEMS C4 THROUGH C9. 4. FIBER OPTIC POWERS UP 2.5 FIXTURES. IT HAS 5 LEGS. 2 LEGS/FIXTURE. 6 FOR ALL REGISTER BAYS, REMOTE SERVICE DESKS & CUSTOMER SERVICE DESKS: PROVIDE J -BOX AT JOIST FOR POWER. J -BOX SHOULD INCLUDE (1) I.G. CIRCUIT FOR EACH I.G. DUPLEX OUTLET AND (1) CIRCUIT FOR EVERY (2) REGULAR DUPLEX OUTLETS. PROVIDE A PULL BOX AND 2" CONDUIT. ALL REMOTE SERVICE DESKS ARE FURNISHED WITH OUTLETS ALREADY INSTALLED AS SHOWN IN DETAIL 01/E1.1 (NOTE: DATA/TELEPHONE OUTLET SUPPLIED, INSTALLED AND POWERED BY BBB). ELECTRICAL CONTRACTOR TO RUN CIRCUITS TO ALL OUTLETS. 10 WORKSTATION: PROVIDE J -BOX AT JOIST FOR POWER. J -BOX SHOULD INCLUDE (1) I.G. CIRCUIT FOR EACH I.G. DUPLEX OUTLET AND (1) CIRCUIT FOR EVERY (2) REGULAR DUPLEX OUTLETS. PROVIDE A PULL BOX AND (2) 1" CONDUIT TO JOIST ABOVE. (NOTE: DATA/TELEPHONE OUTLET SUPPLIED, INSTALLED AND POWERED BY BBB). ELECTRICAL CONTRACTOR TO RUN CIRCUITS TO ALL OUTLETS. (SEE WORKSTATION DETAIL) NOTE: TRACK LIGHTING AND LITHONIA RELOC "CIRCUIT DISTRIBUTORS" TO BE FURNISHED AND INSTALLED BY G.C. PURCHASE PRODUCTS FROM: NESCO, 40 HUDSON ROAD, CANTON, MA 02021. CONTACT - DEE KEOUGH (781-828-9494). GONDOLA TOP SPANNER (2) 1" CONDUITS GONDOLA UPRIGHT WORKSTATION LOCATION PLAN VIEW SLATWALL ENCLOSURE DECK PAINTED CONDUIT TO DECK • SLATWALL ENCLOSURE 0 0 2 0 0 N o v) ')0 0 H o1 N uJ a N M N U_ 0_ (2) 1" CONDUITS GONDOLA UPRIGHT FLAT SCREEN MONITOR HERE KEYBOARD HERE FILE DRAWER/ TRASH CAN HERE BASE DECK FIN. FLOOR SIDE ELEVATION VIEW WORKSTATION DETAIL 05 POWER PLAN - MEZZ. LEVEL 04 POWER PLAN - MAIN LEVEL 03 SCALE: N.T.S. SCALE: 1/8" = 1'-0" SCALE: 1/8" = 1'-0" LIGHTING SCHEDULE 06 SOURCE: VER. 1.2007 N.T.S. H.B.C. SPECIALTY LIGHTING FIXTURE SCHEDULE Rev. 12/06/06 NOTE: REUSE EXISTING TRACK & TRACK LIGHTS FROM FORMER F.T.G. SYMBOL vim\ DESCRIPTION 4'-0" H.B.C. DISPLAY (LIGHTING GROUP E) MOUNTING SUPPLIED & INSTALLED BY GC 3'-0" H.B.C. DISPLAY (LIGHTING GROUP E) SUPPLIED & INSTALLED BY GC 20 DUPLEX OUTLET MOUNTED © 14'-6" A.F.F. TO THE LEFT HAND SIDE OF HUB STATION. FTG - POWER PLAN NOTES Rev. 04/17/07 NO. DESCRIPTION Fl CONTRACTOR SHALL PROVIDE MULTIPLE JUNCTION BOXES FOR SPECIALTY LIGHTING MOUNTED AT HEIGHT NOTED ON DETAIL. THE MODULAR WIRING SYSTEM BY "LITHONIA RELOC" CONSISTS OF "CIRCUIT DISTRIBUTORS" (CD/120V/(D, E, OR F)/CSA) WHICH ARE WIRED DIRECTLY INTO J—BOX; "CABLE EXTENDER" (CE/120V/D, E OR F)/CSA) WHICH EXTENDS FROM J -BOX TO FIRST LIGHT FIXTURE AS WELL AS EXTENDS FIXTURE TO FIXTURE; AND "CIRCUIT SELECTOR UNIT" (CSU/120V/F/U/CSA). THE CSU HAS BEEN PRE WIRED TO THE SPECIALTY LIGHTING FIXTURE AND CONNECTS TO THE CABLE EXTENDER. CONTRACTOR IS RESPONSIBLE TO FURNISH AND INSTALL "CIRCUIT DISTRIBUTORS" AT ALL J -BOXES SERVING IN -RACK SPECIALTY LIGHTING. THE BALANCE OF LITHONIA RELOC WIRING COMPONENTS NOTED ("CABLE EXTENDER", "CIRCUIT SELECTOR UNIT") ON THE DRAWINGS SHALL BE FURNISHED AND INSTALLED BY TENANT UNLESS RESTRICTED BY LOCAL JURISDICTION. IF TENANT IS RESTRICTED FROM COMPLETING INSTALLATION AS OUTLINED FOR ANY REASON, CONTRACTOR IS RESPONSIBLE FOR COMPLETING INSTALLATION INCLUDING HARD WIRING OF FIXTURES. F2 CONTRACTOR SHALL PROVIDE TRACK IN LOCATION DESIGNATED BY BBB. CONTRACTOR SHALL PROVIDE TRACK, HEADS, LAMPS AS SPECIFIED, MOUNTING HARDWARE, PENDANTS AND ALL REQUIRED PARTS TO MOUNT THE TRACK ABOVE THE SALES FLOOR LIGHTS SUCH THAT THE BOTTOM OF THE TRACK IS AT 13'-0" AFF. LOCATION AS PER BBB FINAL PLAN. ALL MOUNTING HARDWARE FOR TRACK LIGHTING (INCLUDING THREADED ROD) TO BE PAINTED PTD -6. NOTE: VERIFY CONDITION OF EXISTING TRACK TO BE REMOVED FOR POSSIBLE RE -USE. F4 CENTER OF FTG DESK TO MOUNT 8'-0" UNISTRUT © 16'-1" A.F.F. F6 J -BOX WITH DEDICATED CIRCUIT MOUNTED © 16'-6" A.F.F. ON DECK OR JOIST FOR F.T.G. RECEPTACLES LOCATED WITHIN FC -CUSTOMER SERVICE DESK. NEW POWER FOR DESK TO BE 11- RUN OVERHEAD P-1 P-1 P-1 P-1 P-1 n n n n n REVIEWED FOR CODE COMPLIANCE APPROVED MAY 14 2012 City of Tukwila BUILDING DIVISION POWER PLAN - F.T.G. / DINNERWARE 02 SCALE: 1/8" = 1'-0" REMODEL SYMBOL LEGEND Q EXISTING RECEPTACLE, 20A, 120V - 18" AFF HUBELL #53621 NEW DUPLEX OUTLET MOUNTED TO COLUMN © 14'-6" A.F.F. R EXISTING GROUND FAULT INTERRUPTING RECEPTACLE, 20A, GROUND120V - 18" AFF NEW UNISTRUT MOUNTED RECEPTACLE, 20A, 120V EXISTING ISOLATED GROUND RECEPTACLE 20A, 120V - 18" AFF HUBELL# IG5362 (ORANGE) CL EXISTING UNISTRUT MOUNTED RECEPTACLE, 20A, 120V CL2 EXISITNG DUPLEX OUTLET MOUNTED TO COLUMN © 14'-6" A.F.F. NEW ISOLATED GROUND RECEPTACLE 20A, 120V - 18" AFF HUBELL# IG5362 (ORANGE) NEW DUPLEX RECEPTACLE, 20A, 120V - 18" AFF HUBELL #53621 THIS SYMBOL REPRESENTS AN EXISTING MULTIOUTLET ARRANGEMENT SHOWN ON PROTOTYPE CONST. DOC'S — DETAIL 05/E3.1 EXISTING JUNCTION BOX CI, NEW OVERHEAD POWER AND DATA SUPPLY REF. DRAWING E3.4 P-2 r- 60" DOUBLE CONNECTOR — WIRE AS PER CODE 180" DOUBLE CONNECTOR - WIRE AS PER CODE 48" SIGNBAND W/O LIGHT (NO P-1) THIS SYMBOL REPRESENTS A NEW MULTIOUTLET ARRANGEMENT SHOWN ON PROTOTYPE _C- CONST. DOC'S — DETAIL 05/E3.1 NEW JUNCTION BOX N THIS SYMBOL REPRESENTS A NEW QUAD OUTLET I••••I WIREMOLD #V20—C2 GENERAL NOTES 1. EMERGENCY LIGHTING SYSTEMS PROVIDE A MINIMUM OF ONE FOOT CANDLE OF ILLUMINATION FOR A MINIMUM DURATION OF ONE HOUR AS REQUIRED BY THE NATIONAL ELECTRICAL CODE AND IBC. 2. G.C. TO MAKE CHANGES OR ADDITIONS TO THE EMERGENCY LIGHTING AND EXIT SYSTEMS AS REQUIRED BY THE CODE OFFICIAL. DURING JOB SITE INSPECTIONS THE CODE OFFICIAL MAY REQUIRE CHANGES OR ADDITIONS TO THE SYSTEM. 3. ALL EQUIPMENT SHALL BE U.L. LISTED AND INSTALLED ACCORDING TO THE LISTINGS. 4. ELECTRICAL CONTRACTOR TO DISCONNECT AND RECONNECT TO EXISTING CIRCUITS NO ADDITIONAL CIRCUITS OR PANELS WILL BE REQUIRED. 5. THE ELECTRICAL CONTRACTOR WILL FIELD VERIFY EXISTING LOADS ON THE CIRCUIT AND WILL NOT EXCEED 80% OF THE CIRCUIT BREAKER RATING. (I.E. 16 AMPS ON A 20 AMP CIRCUIT BREAKER). 6. ALL WORK SHALL BE ACCOMPLISHED IN STRICT ACCORDANCE WITH GOOD INSTALLATION PRACTICES, SPECIFICATIONS AND THE LATEST EDITIONS OF ALL APPLICABLE LOCAL, STATE AND NATIONAL CODES. ALL COMPONENTS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. J MEN 106 54" LOW FIXTURE 0000 10 NEW COSMETICS WAI T '1'VI 1'-6" NEW 5 NEW NEW LOW FIXTURE EXISTING TRACK & HEAD LIGHTS TO BE REMOVED EXISTING TRACK & HEAD LIGHTS TO BE REMOVED HB ' 12 CTIONS = ,S23 Sq.Ft. 9 RECtivtu CITY OF TUKWILA MAR 0 2 2012 PERMIT CENTER 1 POWER PLAN - H.B.C. 01 SCALE: 1/8" = 1'-0" )011 IN ARCHITECTURAL GROUP I NTERNATIONAL 15 WEST SEVENTH STREET COVINGTON, KENTUCKY 41011 PH 859-261-5400 FAX 859-261-5530 DESIGNER NOTE CHECKLIST I z APPLICABLE NOT APPLICABLE z APPLICABLE NOT APPLICABLE DISTRIBUTION: DATE: ISSUE FOR PERMIT 02/29/12 ARCH. PROJECT# BBB PROJECT# 110925 #371 Rev1 DRAWN: CHECKED: AJC TS DRAWING TITLE: ENLARGED SPECIALTY LIGHTING AND POWER PLANS & DETAILS A3.1 k?_PRDVARr•LIIRE]L� w 0 N. M >28 >-mco fr co ett Lal m Z >- 00C o� >- (4)I— m C C C C DESCRIPTIONI .156" THK. TYP. ASTM A366 TYP. 18 GA." Tel.(909)869-0989 tl :®J` DRAWN BY: P,O,/T,C, Im o REV. DATE: TYPE: MAD A P. 04/24/12 ii.% 16' & 2" � C C \ a 2 1 /8" MIN. EMBEDMENT FURRING 2 x 6 WOOD STRIP INSELEVEE OF FOR ATTACHMENT METHOD TES O IONS 5/16" PEG BOARD (CENTER UNIT)11/2" END., TRIM 20 BATRMDE 22 GA. =�= ND GA. ©.,, \ •:' • t ;�� .� '� �`' .� 0�` ®.. �` ` ��//O I t t �'f \ Noll 4, \� •® I ,�i, *III ill •\�` 0 BASE TRIM 22 1011 FRONT GA. » 3)‘81 " 7 20 GA. 6�� TYP. ® � �/ 1, 7" 61/" 1 1/2" <4 � -_-, 5 15/16" PLAN VIEW 1 REQ'D PER ANCHOR PLATE (SHELVES REMOVED FOR CLARITY) SEE TOP VIEW FOR ANCHORING LOCATIONS WALL MOUNTON SUPPORT (• 1' ® (5 (5 12 GA. ANCHOR „ 3/4" PLATE 1 1 /2 9- DENOTES ANCHORING LOCATION 1 O `^ NO FLOOR ANCHORS REQUIRED ®® � � �2� BASE BRACKET �3A� FLOOR ANCHOR (FREESTANDING OPTION A) 3B3) WALL CONN. DTL (WALL ATTACHED OPTION B) �_ LEVELING LEG y 3/8"fd BOLT ANCHOR( PLATE Et) ® USE ON ALL WALL UNITS I� 11 GA. USE ON ALL OTHERS V o� o qqr� o o 3 o S�rsARE o o e G ago' ' NOTE: 8„ � �, \ rs,, 4' �2° CONNECTORS & H SECTION s„ 16',,4 SPOT WELDED TO SHELF o X2, o �� .' �„-.. 6` �!i'irJ o 3 '/i'//// o o e 4. '%'�''./ ' ' ' ' /fir /8, _ rk� 3 36� ►. �'�� NUMBER OF e 2"• 1.35" 1.35" �� �/ VARY DEPENDING ON DEPTH 11 GA• �.�%�%�%' l`` .1:;,;,,S• O f o� 000 �� 9/rs ,, Of\ TOP RAIL 218" I 3 1 /8" 22 GA. ` �/ 22 GA. . 41On r , /2, I CENTER 24 GA. BOTTOM RAIL - 22 GA. SECTION A -A SECTION A -A Ci) COLUMN ) BASE DECK � SHELF CONNECTOR 6 SHELF (7) RAIL GENERAL CONFIGURATION SINGLE SIDED FREE STANDING NOTES: 1. DESIGNED PER SECTION Fa =1.0 & Ss =1.42 2. STORAGE CAPACITY: SEE 3. ASTM A570 FOR SHAPE Fy 4. ALL BOLTS A307( UNLESS ANCHORS POWERS WEDGE 6. ANCHOR INSTALLATION INSPECTION OFA DEPUTY 7. CONCRETE 5" THICK x 2.500 8. SOIL BEARING PRESSURE 1613 OF THE 2009 ELEVATIONS. = 50,000 PSI OTHERWISE NOTED). BOLT, ICC #ESR SHALL BE DONE INSPECTOR. PSI. 1,000 PSF. IBC. GRADE 50. -2526. UNDER PERIODIC PENT SEPARATE 1 r ` C J �! E D APR 2 6 2012 CENTER ' SINGLE SIDED WALL ATTACHED (60# PER LEVEL) (300# PER BASE DECK) (60# PER LEVEL) EACH LOADING CORRESPONDS (300# PER BASE DECK) cNi TO THE DEPTHS LISTED RESPECTIVELY EXISTING WALL 6 22"5. ATTACH FIXTURE TO0 & 22 t-48" 8"6 2x6 FURRING STRIP W/ I 1/4"0 LAG SCREWS �c FOR WOOD STUD WALLS: ATTACH 2x6 FURRING STRIP TO EA. STUD W/ 1/4"0 LAG SCREWS FOR METAL STUD WALLS: ATTACH 2x6 FURRING STRIP TO EA. STUD W/ #8 TEKS 144" 1S8" FOR CONCRETE WALLS: ATTACH 2x6 FURRING STRIP W/ 300 x 2-1/2" EMBED. LDT SCREW ANCHORS @ EVERY 24" O.C. ** ** —1`" 12 /2" OPTION A FLOOR ANCHORS ARE REQUIRED ' 11 1/2" ** OPTION B ** 18 1/4 FOR FREE STANDING SYSTEMS 17 1/2" FLOOR ANCHORS NOT REQUIRED FOR WALL ATTACHED SYSTEMS r R �'r r FRONT VIEW SIDE VIEW FRONT VIEW SIDE VIEW SINGLE SIDED FREE STANDING SINGLE SIDED WALL ATTACHED (200# PER LEVEL) (200# PER LEVEL) (300# PER BASE DECK) (300# PER BASE DECK) (10 PSF PANEL LOADING) (10 PSF PANEL LOADING) X48 / EXISTING WALL 16" & 22" ATTACH FIXTURE TO x-48" & 22' 1,-----48" 2x6 FURRING STRIP W/ II 116" I, 36 1/4"0 LAG SCREWS 144" 138" 1'1 FOR WOOD STUD WALLS: ATTACH 2x6 FURRING STRIP TO EA. STUD W/ 1/4"0 LAG SCREWS FOR METAL STUD WALLS: ATTACH 2x6 FURRING STRIP TO EA. STUD W/ #8 TEKS 4" FOR CONCRETE WALLS: ATTACH 2x6 FURRING STRIP W/ 3/8"0 x 2-1/2" EMBED. LDT SCREW ANCHORS @EVERY24"O.C.' ** OPTION A ** FLOOR ANCHORS ARE REQUIRED FOR FREE STANDING SYSTEMS ** OPTION B ** FLOOR ANCHORS NOT REQUIRED FOR WALL ATTACHED SYSTEMS FRONT VIEW SIDE VIEW FRONT VIEW SIDE VIEW LIGHT DUTY STORAGE GONDOLA ELEVATIONS 1 1141 AND . . k?_PRDVARr•LIIRE]L� w 0 N. M >28 >-mco fr co ett Lal m Z >- 00C o� >- (4)I— m C C C C DESCRIPTIONI REVISED PAPER SIZE Tel.(909)869-0989 Fax (909)869-0981 DRAWN BY: P,O,/T,C, Im o REV. DATE: TYPE: MAD SCALE: N.T.S. DATE 04/24/12 C C \ a EXPIRES 04-12-2014 DESCRIPTION: GONDOLA DETAILS DRAWING NUMBER: 12-0193-B SEIZMIC EST. 1985 SEIZMIC ENGINEERING, INC. 161 Atlantic Street Pomona, California 91768 Tel.(909)869-0989 Fax (909)869-0981 DRAWN BY: P,O,/T,C, DATE: 02/07/12 LAST REV. BY: REV. DATE: TYPE: MAD SCALE: N.T.S. APRV'D BY: SAL E. FATEEN EXPIRES 04-12-2014 DESCRIPTION: GONDOLA DETAILS DRAWING NUMBER: 12-0193-B Easement per Pict r5' Utility Easement per Protective ,..ownants -,, Rec. No. 525644Z e REVISIONS No chanaes sh?ll b rrlade to the scope of work withoLt prier approval of Building Division NOTE: Revisions wiil require a ne,v plan submiti arid may include additional plan rev, fees \ , 10.0'Street Improvement Ecernent Rec. No. 851130041S (Hatched Area) o I PARKING TOTAL, EXISTING: PARKING TOTAL, NEW: ACCESSIBLE PARKING TOTAL: (INCLUDES 2 VAN ACCESSIBLE) AREA OFELECTRICAL EASEt'EUT — ITEC7 NO, 9411141145 / ••••••••••••> MATCH WIDTH OF RAMPED ENTRY PAINT/INSTALL HC PARKING STALL SYMBOL AND „ ACCESS AISLE STRIPING YO MATCH EXISTING SYMBOLS .,,--)N..DJACENT STALLS VERIFy.THAT HC STALLS AND ACCESS AISLES: DO NOT EXCEED 2% SLOPE IN EITHER DIRECTION -//://'• Plan reviS71 "7.! i ublect to errors and Approval of cm:. C:301: =a-) doeo n4c. the violation or [Iffy adopted cede or ordinanc of approved Fid Copy and conditions is ack By: Date: 60.0. TetC.ccir—CC Uce TWO STORY CONC. BUILDING Exterior Building Footprint Area: 84,779 Square Feet More or Less 1. Bus J-_ ahelter :" . • . : . - Metol-- tiondrci! C. Raised Conc. Pod SCOPE 4 SCOPE 2 SCOPE 3 • - - zimorezwerinealikom. iNer_5g0 FANOPr V.1.F. V.I.F.V.I.F. ..• t .1 •• , .. ,,,,,,,,, , ,,,,,,,...., ...„ . -.,......, ....„ ...4.,....,,,..... . ' ....... ,..,....,,....,,,,,,........... DELTA = 89'21'05" RADIUS = 50.00' LENGTH = 79.98' .r. ''';`,...c'':?..f. (......;:.,72. • 4 i --- ST: ‘.1.4.1-\;-__T2.,aZ2:21•24:::,,,Jitrin,!-..2,/+..„,....^ ./ C- e / j , I ' ' 9 i..., I COPYI !"' .... „ . 1 _ . I .1 l'."' 1 . _j___ . L___ L- 1 1 1 i i i 1 j1,1c.lchanical lumbing Cas Piping Ci."-/ of Tukwila DiVISION VLF. (B) - (A 10' UtilIty Easement per Protective Covenants Sec. No. 525644"5 10' Utility Ecsernent per plot te Street Improvement EasernenItioRtgedNoA.Z ( 5)11.300418 I „I. I I I 18 P ! I Si I INSTALL SIGNAGE REMOVED FROM OTHER SCOPE LOCATIONS IN FRONT OF EACH HC PARKING SPACE. MATCH INSTALLATION METHOD AND DIMENSIONS OF SIGNAGE IN ADJACENT EXISTING HC SPACES SEE DETAIL 6 THIS SHEET FOR TYPICAL ADA SIGNAGE REQUIREMENTS '' ............................................................................................................................................................................................... •-s• `..11 "."'=0:11 , SCOPE 1 pack at Curb oa is. of fE 6- CC ^4/ 1.4' CG ------P55-- Beck In 0. EXISTING CONDITION SITE PLAN SCALE: N.T.S. REMOVE ALL HC PAINT, MARKINGS, AND SIGNAGE FOR THESE (3) STALLS AND (2) ACCESS AISLES. PATCH/REPAIR SIGNAGE MOUNT SURFACES TO MATCH ADJACENT EXISTING CONDITIONS. SAVE SIGNAGE COMPONENTS FOR INSTALLATION IN NEW AREA NOTES: 1. SIGN TO BE CENTERED AT THE INTERIOR END OF PARKING SPACE. 2. AREA OF SIGN TO BE A MIN. OF 70 SQ IN. VAN ACCESSIBLE BLUE WHITE TEXT, SYMBOL, AND BORDER REMOVE OR PAINT OVER EXISTING HC PARKING SYMBOLS REMOVE ANY EXISTING HC PARKING SIGNAGE FOR THESE (2) SPACES AND PATCH/REPAIR MOUNTING SURFACES AS NECESSARY REFLECTED SIGN CONSTRUCTED OF PORCELAIN STEEL WITH BEADED TEXT OR EQ. ,----- „..„./ „:„:7 ..,,,, .„,/ ' 4' „,:- • „,,,.. ....,, ...':,- ..,...47 , •• .,... i• ?' ,...,, ,' ..,/' .,,, 4- - ..• •' , „ . •, :” .,... „ •• / , .... ,,, •• .,.. ,,,, ,,,..,, ,72 ,-.:- ..., ' ..,•'” ., . . , ,• . .•• ,,,,,,,,,,,, ••• • , ',4 ,:".., .,I'' 4,, --'''-- 4--'-i S .;S: ',,,,, ' , ,• , , :%,. , ' •g .i.X.,..r,r,,,,,,,,,,.., ..,...„.. L.., , ;.', ,;( -, .,,,, .:,.: .,., , , ...„. ••, .,,, /',„, •.,i,,P:.,. ..,:,,,,,,,„ .„, , ',..1: , , s ''', .,.z.,,,...,,,z:„.z,:x,..„,„„,.,,,,:.,,,..„.,,, .................................................... "*''',,,--',...-•,'-'",.,:''''''''''.-',,r''''.',',..'",....',"•',,''',,,,,,,,,,,:,,,,,V,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,a,,,,t. •: , REMOVE ALL HC ..... MARKINGS, STRIPING, AND SIGNAGE FOR THESE (2) STALLS AND (1) ACCESS AISLE. PATCH/REPAIR SIGNAGE MOUNT SURFACES TO MATCH ADJACENT EXISTING CONDITIONS. SAVE SIGNAGE COMPONENTS FOR INSTALLATION IN NEW AREA DATE 10.02.15 10.07.15 10.09.15 10.12.15 06.09.17 ISSUE SITE PLAN v2 SITE PLAN v3 SITE PLAN v3 CORRECTION A\CORRECTION ADA PARKING SIGN DETAILS SCALE: 1/2" @-) SCOP,E13„AREA ENLARGEMENT JUN 0 9 2 17 PERMIT CE TER REVIE D FOR CODE COMPLIANC APPROVED SCALE: JUN 2 2 2017 015-07-00 U) �1• iq N • 0 c_6 28'-6" 13'-6 3/8" 5'-5 1/8" 8'-0" c 0 * 2 _I 0 CV O Lo0 I o 1'-5 5/8 12'-1" 6'-8 1/8" WINDOW 8'-0" FLOOR PLAN - MEZZ. LEVEL 03 SCALE: 1/8" = 1-0" 7-0" (MATCH EXISTING EXISTING VCT/VSF FLOORING TO REMAIN. PATCH AND REPAIR AS REQUIRED FOR NEW WORK. EXTERIOR ENTRY DOOR - NARROW STILE SINGLE ACTION DOOR WITH 10" BOTTOM RAIL FINISH TO MATCH EXISTING SYSTEM. DOOR SWEEP WITH NYLON WEATHER STRIPPING "PEMKO" 175A 6063-76 ADA COMPLIANT COMMERICAL THRESHOLD (NO. 10x1 1/2" FHWS PHIWPS IS FACTORY PROVIDED) - OR APPROVED EQUAL EXISTING VCT/VSF THRESHOLD •, • CONCRETE SIDEWALK EGRESS DOOR ELEVATION & NOTES TRANSOM WINDOWS ABOVE TO MATCH AND AUGN WITH EXISTING. NEW EXTERIOR STOREFRONT ENTRY DOORS WITH 1/4" THICK TEMPERED GLASS. MATCH EXISTING SYSTEM. SEALANTS TO MATCH ADJACENT FINISHES. f REMOVE EXISTING SLIDING DOORS. PATCH AND REPAIR ADJACENT CONSTRUCTION AS REQUIRED FOR NEW WORK. NEW EXTERIOR STOREFRONT FRAMING AND GLAZING TO MATCH EXISTING. SAFETY GLAZING AT DOORS AND GLAZING WITHIN 24" OF DOO OPENINGS AND UP TO 7'-O" A.F.F. PROVIDE SIGNAGE AS NECESSARY TO DIRECT PATRONS TO ENTRY INDICATED AS VESTIBULE 101. NEW (2) 3'-0"x7'-0" EXTERIO 1/4" THICK TEMPERED GLASS ENTRY DOORS. SEE DETAIL 04/A1.0. 1 EXISTING SLIDING DOORS TO REMAIN IN -LOCKED OPEN POSMON REMOVE EXISTING RACKING WITH 36" WIDE DOOR. SALVAGE ON SITE FOR RELOCATION AS SHOWN. PATCH AND REPAIR FINISHES AS REQURIED FOR NEW WORK. LP OFFICE 201 1 EXISTING CART CORRAL TO BE REMOVED. PATCH AND REPAIR CONCRETE AS REQUIRED. EXISTING STOCK ROOM FIXTURES TO BE REMOVED ==1 r 1- L -- r I EXISTING CUSTOMER SERVICE DESK TO BE REMOVED. PATCH AND r REPAIR CONCRETE SLAB r i AS REQUIRED FOR NEW FINISHES. L f I' --T r» Ir Iir11r ir1. Ir'1 L -J I L-. J I Li I LJ I L J I FLOOR PLAN - MAIN LEVEL 02 SCALE: 1/8" = 1'-0" BUILDING SQUARE FOOTAGE CHART SALES FLOOR SQ. FT. STOCK ROOM SQ. FT. STAGING SQ. FT. INCLUDED INSQ. STOCK RM. SQ. FT.) AUXILIARY SQ' FT. BUILDING FT. (FOOTPRINT) MEZZANINE SQ' �' TOTAL BUILDING SQ. FT. THIS PLAN 36,468' 6,176'(13.6%) 1,000' 2,896' 0 ---- 45,540' MERCHANDISE HEIGHT CLEAR HEIGHTS -STRUCTURE ■ 3'-0" 3'-0" AT FRONT = 20'-10" ± 1. FIXTURE TO FIXTURE AISLES ARE 4'-0", UNLESS OTHERWISE NOTED. 2. STOCK % EXCLUDING FTG/FTG STOCK = 5,732'(12.6%) AT REAR = 16'-6"f AT REAR = 23'-4"f EGRESS DOOR ELEVATION & NOTES TRANSOM WINDOWS ABOVE TO MATCH AND AUGN WITH EXISTING. NEW EXTERIOR STOREFRONT ENTRY DOORS WITH 1/4" THICK TEMPERED GLASS. MATCH EXISTING SYSTEM. SEALANTS TO MATCH ADJACENT FINISHES. f REMOVE EXISTING SLIDING DOORS. PATCH AND REPAIR ADJACENT CONSTRUCTION AS REQUIRED FOR NEW WORK. NEW EXTERIOR STOREFRONT FRAMING AND GLAZING TO MATCH EXISTING. SAFETY GLAZING AT DOORS AND GLAZING WITHIN 24" OF DOO OPENINGS AND UP TO 7'-O" A.F.F. PROVIDE SIGNAGE AS NECESSARY TO DIRECT PATRONS TO ENTRY INDICATED AS VESTIBULE 101. NEW (2) 3'-0"x7'-0" EXTERIO 1/4" THICK TEMPERED GLASS ENTRY DOORS. SEE DETAIL 04/A1.0. 1 EXISTING SLIDING DOORS TO REMAIN IN -LOCKED OPEN POSMON REMOVE EXISTING RACKING WITH 36" WIDE DOOR. SALVAGE ON SITE FOR RELOCATION AS SHOWN. PATCH AND REPAIR FINISHES AS REQURIED FOR NEW WORK. LP OFFICE 201 1 EXISTING CART CORRAL TO BE REMOVED. PATCH AND REPAIR CONCRETE AS REQUIRED. EXISTING STOCK ROOM FIXTURES TO BE REMOVED ==1 r 1- L -- r I EXISTING CUSTOMER SERVICE DESK TO BE REMOVED. PATCH AND r REPAIR CONCRETE SLAB r i AS REQUIRED FOR NEW FINISHES. L f I' --T r» Ir Iir11r ir1. Ir'1 L -J I L-. J I Li I LJ I L J I FLOOR PLAN - MAIN LEVEL 02 SCALE: 1/8" = 1'-0" BUILDING SQUARE FOOTAGE CHART SALES FLOOR SQ. FT. STOCK ROOM SQ. FT. STAGING SQ. FT. INCLUDED INSQ. STOCK RM. SQ. FT.) AUXILIARY SQ' FT. BUILDING FT. (FOOTPRINT) MEZZANINE SQ' �' TOTAL BUILDING SQ. FT. THIS PLAN 36,468' 6,176'(13.6%) 1,000' 2,896' 45,540' ---- 45,540' MERCHANDISE HEIGHT CLEAR HEIGHTS -STRUCTURE GENERAL FIXTURE NOTES AT FRONT = 16'-6" ± AT FRONT = 20'-10" ± 1. FIXTURE TO FIXTURE AISLES ARE 4'-0", UNLESS OTHERWISE NOTED. 2. STOCK % EXCLUDING FTG/FTG STOCK = 5,732'(12.6%) AT REAR = 16'-6"f AT REAR = 23'-4"f ON STOCK MEZZ. BELOW STOCK MEZZ. = N/A ON STOCK MEZZ. BELOW STOCK = N/A = N/A MEZZ. = N/A O ie 0 O O REVIEWED FOR CODE COMPLIANCE APPROVED MAY 14 2012 City of Tukwila BUILDING DIVISION O 0 O EXISTING EGRESS DOOR 24'-0" 24'-0" co � o 24'-0" 24'-0" 24'-O 1/2" O 23'-11 1/2" 0 19,-0" O NI EXISTING MAN DOOR EXIST11NG RECEMNG TERMINAL EXISTING COMPACTOR RECEIVING IAREA EXISTING DOCK LEVELER EXISTING ELECTRICAL PANELS EXISTING MAN DOOR 0 EXISTTING ROOF HATCH EXISTTTNG RVT AREA IS!�1iIIM11M 1 -1-�-----�I♦1. CV N PRE- SALES "A" 4'-8 1/2" 4'-10 1/4" t1—�I�lE L NEW BANNER CONDUIT BANNER CONDUIT TO BE REMOVED I 1 IME.i��i 1u„w 1 (lIKIKIMIMI�D!•I�II'11111= 1 4'-8" 1 1.411 OVERLETS ALJ I_J FTG (1,330 SF) m r� U .• full ize DUVETS n ®,r�/ ^ z z "0>0 \ C . /„,c1\4• Apo t. /�'-0 1 D NEW 4'-0" WHITE REMOTE SERVICE DESK 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" NEW STOREFRONT GLAZING SYSTEM TO MATCH AND ALIGN WITH EXISTING WHRE SLIDING DOOR SYSTEM WAS REMOVED. SEALANTS TO MATCH ADJACENT FINISHES. SAFETY GLAZING WITHIN 24" OF DOOR OPENING AND UP TO 7'-0" MIN. PROVIDE SIGNAGE AS DIRECTED BY MUNICIPALITY TO DIRECT PATRONS TO ENTER BUILDING AROUND THE CORNER. ■��,���a��al�ls.l�al�ral�a�l�al�al�al�al�al�an�al�lal��al�lal��al�a>Il�lal�al�l�l�l�ail�a►� 1� It 1.1 ell m NEW FIRE EXIT RIM DEVICE •N DUPRIN 88-F WITH OUTSIDE TRIM 880NL (KEY RETRACTS DEAD LT) OR APPROVED EQUAL PROVIDE LOCK ON BOTTOM RAIL OF BOTH DOORS AND THUMB TURN ON THE INTERIOR WITH KEYED CYLINDER ON EXTERIOR. COORDINATE KNOX BOX REQUIREMENTS WITH LOCAL FIRE MARSHAL • MIA'1111lQJSIS91•IMMIIIIMIIILM�JSIId'IMMLE 11101 54" LOW FIXTURE NEW WORK STATION (SEE A3.1 FOR DETAILS) 1. DOOR HARDWARE. LOCKS, HANDLES, PULLS, LATCHES, AND OTHER OPERATING DEVICES ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING, OR TWISTING OF THE WRIST TO OPERATE. LEVER -OPERATED MECHANISMS, PUSH -TYPE MECHANISMS, AND U -SHAPED HANDLES ARE ACCEPTABLE DESIGNS. SUCH HARDWARE SHALL BE 34 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE FLOOR OR GROUND. 2. DOOR CLOSERS. IF A DOOR HAS A CLOSER, THEN THE SWEEP PERIOD OF THE CLOSER SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 70 DEGREES, THE DOOR WILL TAKE AT LEAST 5 SECONDS TO MOVE TO A POINT 3 IN. FROM THE LATCH, MEASURED TO THE LEADING EDGE OF THE DOOR. 3. DOOR OPENING FORCES. THE MAXIMUM FORCE FOR PUSHING OR PULLING OPEN A DOOR SHALL BE AS (1) FIRE DOORS SHALL HAVE THE MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY. (2) OTHER DOORS. (a) EXTERIOR HINGED DOORS: 8.5 Ibf. (b) INTERIOR HINGED DOORS: 5 Ibf. (c) SUDING OR FOLDING DOORS: 5 Ibf. THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT MAY HOLD THE DOOR IN A CLOSED POSITION. 4. FLOOR OR GROUND SURFACE. FLOOR OR GROUND SURFACE WITHIN THE MANEUVERING CLEARANCES SHALL HAVE A SLOPE NOT STEEPER THAN 1:48. 5. DOOR SURFACES WITHIN 10 INCHESOF THE FLOOR OR GROUND MEASURED VERTICALLY SHALL BE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR. PARTS CREATING HORIZONTAL OR VERTICAL JOINTS IN SUCH SURFACE SHALL BE WITHIN 1/16 INCH OF THE SAME PLANE AS THE OTHER. CAVITIES CREATED BY ADDED KICK PLATES SHALL BE CAPPED. EXCEPTIONS: A. SLIDING DOORS. B. TEMPERED GLASS DOORS WITHOUT STILES AND HAVING A BOTTOM RAIL OR SHOE WITHT HE TOP LEADING EDGE TAPERED AT NO LESS THAN 60 DEGREES FROM THE HORIZONTAL SHALL NOT BE REQUIRED TO MEET THE 10 INCH. C. DOORS WHICH DO NOT EXTEND TO WITHIN 10 INCHES OF THE FLOOR OR GROUND. COSMETICS l'-0 1/2" j 24'-0" 24'-0"; HBC 212 SECTIONS 4,023 Sq.Ft. 4' 0" TRASH NEW BANNER CONDUIT 1----- .® 1 1 --- ILEI I I --- I�:I I ariEErgrai 1 1 2III�-°'�.�� :Mal a O 1 in I ISI Eu S-10 02=11NI 5'-10 CO S 1------111 3'-10 i/2" SOFT KITCHEN EXIST. F.A. HOME DECOR CANDLE 1 1 "--- ��ItJ�I ion 3'-10 1/2" 1 -ox" CLEANING CLOSET ILII 1L q1 q1 Il":=Mi1 o PRINTS 5' 4" SOLIDS llll IPI 11111•--I 4'-10 1/2" 3'-11 1/2" FRN CVRS 3'-10 1/2" EXIST. FA. 3'-10 1/2" COFFEE 3'-11 7/8" ELECTRICS 3'-10 1/2" 1m�m■ imon�Ia■�■im�maamiUI 11 �� 1 -I I SEASONAL — XII �1-I 111M ' 15'-4 1/2" 1�ii,.Z�.Z�T11�11111••T� ;; A/�1�r-1�WI=„I� T 24'-0” EXISTING REGISTER BAYS TO REMAIN DIMENSION TAKEN FROM FACE TO FACE OF REGISERS (TYP.) 24'-0" EXISTING CUSTOMER SERVICE DESK TO REMAIN 24'-0" 24'-0" 5'-4 1/2" 4'-6" 11111111111111 3'-10 1/2" 1�3 1/2"I11��1 ----� �1ii� Lit I EXISTING SPRINKLER RISER COOKWARE EXISTING FIRE SHUTTER FRAM D ART FURNITURE_' ©moi •' id 4'-7 3/4" THROWS 3'-10 1/2" KITCHEN BASICS_ EXIST. FIRE SPRINKLER VALVE I 4'-4 1/2" 4'-4 1/2" NEW F.T.G. DOOR W/ LOCK SET EXISTING DRAIN PIPE EXISTING 3'-O" WHITE REMOTE SERVICE DESK TO BE RELOCATED NEW F.T.G. DOOR W/ LOCK SET EXISTING DRAIN PIPE Ilnoll■� s_e: ION' SII Md 0### #0 of DRAPES **I* TOSS eP ism lissztrati ACCEilEin 1111111=gi NMI EWE 1E21 IBA FRAMES 111111117A9k PADS Mil MINN IF LINI"1128111 11 AlMgMtlik PILLOWS E. • EXISTING EGRESS DOOR EXISTING DRAIN PIPE EXISTING EGRESS DOOR EXIST tr) SHOWER FA MEI LIM HEW 1-2-51 II °V. 1.1; EXISTING EGRESS DOOR EXISTING BANNER CONDUIT TO BE RELOCATED N WHITE REMOTE SERVICE DESK EXISTING DRAIN PIPE (0 EXISTING EGRESS DOOR NEW BANNER CONDUIT WHITE REMOTE SERVICE DESK RACKING LEGEND STOREFRONT ENTRY 04 NEW OR RELOCATED RACKING EXISTING RACKING OR FIXTURE TO REMAIN PASS—THRU FIXTURE b o REFER TO SHEET A1.3 FOR INTERIOR DOOR TYPES AND HARDWARE (PROPOSED AND EXISTING) ECEIVED APR 26 2012 PERMIT CENTER FIXTURE PLAN 0 1 Ammo ARCHITECTURAL GROUP NTERNATIONAL 15 WEST SEVENTH STREET COVINGTON, KENTUCKY 41011 DESIGNER NOTE CHECKLIST APPLICABLE NOT APPLICABLE APPLICABLE NAPPOT LICABLE DISTRIBUTION: DATE: ISSUE FOR PERMIT 02/29/12 CODE COMMENTS 04/25/12 ARCH. PROJECT# BBB PROJECT# 110925 #371 Rev1 DRAWN: CHECKED: AJC TS DRAWING TITLE: FIXTURE PLAN DETAILS & NOTES A1.0 ui (7 2 0. cc a 0 Ir a u) 0 rn Ww W Z IX 0W U0 Q } Q 0� O Z U UH (72 Z na W LL 0 �z O 0D U-1 Oz 0< 0 ih c) GENERAL NOTES HARDWARE SETS AND DOOR TYPES 1. G.C. TO PROVIDE AND INSTALL FIRE EXTINGUISHERS AT AFFECTED AREAS AS REQUIRED. CONFIRM EXACT QUANTITY AND LOCATION WITH FIRE MARSHALL IN FIELD. FIRE EXTINGUISHERS ARE TO BE PROVIDED EVERY 3,000 SQ. FT. 2. THERE IS TO BE IN PLACE A WRITTEN AND APPROVED EMERGENCY PLAN FOR EMERGENCY EGRESS AND RELOCATION OF OCCUPANTS. ALL EMPLOYEES SHALL BE INSTRUCTED AND PERIODICALLY DRILLED WITH RESPECT TO DUTIES UNDER PLAN. 3. ALL EGRESS TO BE FREE AND CLEAR AT ALL TIMES. 4. THE PATH OF ACCESSIBLE TRAVEL SHALL HAVE A MINIMUM CLEAR WIDTH OF 4'-0". 5. THE MAXIMUM TRAVEL DISTANCE TO AN EXIT NOT TO EXCEED 200'-0". 6. EXISTING KNOX BOX KEY LOCATIONS ARE TO REMAIN. GENERAL CONTRACTOR TO COORDINATE WITH FIRE MARSHALL IN FIELD FOR ANY NEW OR RELOCATED BOX REQUIREMENTS. 7. ALL EQUIPMENT SHALL BE U.L. LISTED AND INSTALLED ACCORDING TO THE LISTINGS. 8. PROPOSED ELECTRICAL WORK TO BE IN COMPLIANCE WITH THE REQUIREMENTS OF NFPA 70. THERE ARE NO PROPOSED MODIFICATIONS TO THE HVAC SYSTEM. 9. ELECTRICAL CONTRACTOR TO DISCONNECT AND RECONNECT TO EXISTING CIRCUITS NO ADDITIONAL CIRCUITS OR PANELS WILL BE REQUIRED. 10.THE ELECTRICAL CONTRACTOR WILL FIELD VERIFY EXISTING LOADS ON THE CIRCUIT AND WILL NOT EXCEED 80% OF THE CIRCUIT BREAKER RATING. (I.E. 16 AMPS ON A 20 AMP CIRCUIT BREAKER). 11.ALL WORK SHALL BE ACCOMPLISHED IN STRICT ACCORDANCE WITH GOOD INSTALLATION PRACTICES, SPECIFICATIONS AND THE LATEST EDITIONS OF ALL APPLICABLE LOCAL, STATE AND NATIONAL CODES. ALL COMPONENTS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. ACCESSIBILITY NOTES 1. COMPLIANT ACCESS FOR PARALLEL APPROACH IS TO BE 34" HIGH MAXIMUM COUNTER • HEIGHT (34" MAXIMUM SIDE REACH PERMITTED OVER OBSTRUCTION) MINIMUM 30" WIDE BY 48" LONG APPROACH WITH MINIMUM 60" AISLE. 2. WHERE FIXED OR BUILT-IN SEATING, TABLES OR COUNTERS ARE PROVIDED IN ACCESSIBLE PUBLIC USE OR COMMON USE AREAS, 5 PERCENT, BUT NEVER LESS THAN ONE, MUST BE ACCESSIBLE AS PROVIDED IN THIS SECTION. AN ACCESSIBLE ROUTE OF TRAVEL SHALL LEAD TO AND THROUGH SUCH FIXED OR BUILT-IN SEATING AREAS OR TABLES. 3. IF SEATING SPACES FOR PERSONS IN WHEELCHAIRS ARE PROVIDED AT FIXED TABLES OR COUNTERS, CLEAR FLOOR SPACE SHALL BE PROVIDED. SUCH CLEAR FLOOR SPACE SHALL NOT OVERLAP KNEE SPACE BY MORE THAN 19". KNEE CLEARANCE. IF SEATING FOR PERSONS IN WHEELCHAIRS IS PROVIDED AT FIXED TABLES OR COUNTERS, KNEE SPACES AT LEAST 27" HIGH, 30" WIDE AND 19" DEEP SHALL BE PROVIDED. EXCEPTION: KNEE CLEARANCE IS NOT REQUIRED AT CHECKOUT COUNTERS OR SERVICE DESKS/COUNTERS. 4. HEIGHT OF WORK SURFACES. THE TOPS OF TABLES AND COUNTERS SHALL BE 28" TO 34" FROM THE FLOOR OR GROUND. 5. AT THE CUSTOMER SERVICE DESK WHERE A SINGLE COUNTER CONTAINS MORE THAN ONE TRANSACTION STATION, AT LEAST 5%, BUT NEVER LESS THAN ONE, OF EACH TYPE OF STATION SHALL BE LOCATED AT A SECTION OF COUNTER THAT IS AT LEAST 36" LONG AND NO MORE THAN 28" TO 34" HIGH. THERE IS A 5'-8 1/2" WIDE SECTION AT THE FRONT OF THE CUSTOMER SERVICE DESK AND A 6'-9 1/2" WIDE SECTION TO THE SIDE FOR ACCESSIBLE ACCESS. 6. SALES AND SERVICE COUNTERS, TELLER WINDOWS, AND INFORMATION COUNTERS. IN DEPARTMENT STORES AND MISCELLANEOUS RETAIL STORES WHERE COUNTERS HAVE CASH REGISTERS AND ARE PROVIDED FOR SALES OR DISTRIBUTION OF GOODS OR SERVICES TO THE PUBLIC, AT LEAST ONE OF EACH TYPE SHALL HAVE A PORTION OF THE COUNTER WHICH IS AT LEAST 36" IN LENGTH WITH A MAXIMUM HEIGHT OF 34" ABOVE THE FINISH FLOOR AND LOCATED ON AN ACCESSIBLE ROUTE. 7. CUSTOMER SERVICE DESKS TO HAVE MAXIMUM 34" HIGH DESKTOP WITH MINIMUM 27" HIGH KNEE CLEARANCE FOR DEPTH OF 1'-7". 8. MINIMUM NUMBER OF CHECK OUT STANDS TO BE ACCESSIBLE PER THE FOLLOWING: 1-4 STANDS (1 ACCESSIBLE MINIMUM) 5-8 STANDS (2 ACCESSIBLE MINIMUM) 9-15 STANDS (3 ACCESSIBLE MINIMUM) OVER 15 (3 PLUS 20% OF ADDITIONAL AISLES ARE TO BE ACCESSIBLE. 9. BRIDAL REGISTRY DESK TO HAVE MAXIMUM 34" HIGH DESKTOP WITH MINIMUM 27" HIGH KNEE CLEARANCE FOR DEPTH OF 1'-7" AND MINIMUM WIDTH OF 30". ISLAND DESK TOP OPEN UNDERNEATH. 10.COMPLIANT ACCESS TO REGISTER IS PARALLEL APPROACH WITH COUNTER WHICH IS AT LEAST 36" IN LENGTH (ACTUAL 3'-11 3/4") WITH A MAXIMUM HEIGHT OF 34" (ACTUAL 33") ABOVE THE FINISHED FLOOR AND WITH MINIMUM 30" WIDE BY 48" LONG CLEAR APPROACH WITH MINIMUM ACCESSIBLE ROUTE OF 60". HARDWARE SET NO. 1; AL AUTOMATIC SLIDING ENTRANCE DOOR QTY. MODEL # DESCRIPTION ADHESIVE SIGN "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" CO1 BRASS CONTRUCTION CORE SI3 NOTES: 1. ALL OTHER DOOR FINISH HARDWARE SHALL BE FURNISHED BY THE ALUMINUM DOOR MANUFACTURER/ INSTALLER. Z DRAWING KEY SYMBOL BB3-1': PROVIDE STANLEY DURA -GLIDE 3000, TYPE O -SX -SX -O BI -PARTING WITH INTERMEDIATE DOOR AND SIDEUTE MUNTINS; BBB NATIONAL ACCOUNT MODEL NO. BB3-1. PRE -WIRE CONTACTS TO ENERGIZE AIR CURTAIN/ DOOR HEATER, HARDWARE SET NO. 6: HM EXTERIOR DOOR QTY. 1 3 1 1 1 1 1 2 2 NOTES: 7-0" DOOR HEIGHT MODEL # Cl H1 K1 T1 W1 DC2 V1 El CY4 CO1 RD1 P3 DESCRIPTION PARALLEL ARM CLOSER (INTERIOR SIDE) FULL MORTISE HINGES (NRP) KICKPLATE 10"x34" (INTERIOR SIDE) ALUMINUM SADDLE THRESHOLD 1/2" x 5" (ADA COMPLIANT) W/ NEOPRENE GASKET. WEATHERSTRIPPING, JAMBS, & HEAD DOOR BOTTOM "DOOR SPY" SECURITY DOOR VIEWER EXIT DEVICE W/ EXIT ALARM, EXIT ALARM CYLINDER, & OUTSIDE TRIM RIM CYLINDER (INTERIOR & EXTERIOR SIDE) BRASS CONSTRUCTION CORE DOOR DRIP CAP DETENTION PULL (INTERIOR SIDE) 1. G.C. TO INSTALL DECAL SIGN WHICH STATES, " EMERGENCY EXIT ONLY, ALARM WILL SOUND". 2. ADDITIONAL HARDWARE AS REQUIRED FOR DOUBLE EXTERIOR DOORS. HARDWARE SET NO. 7: HM INTERIOR DOOR QTY. MODEL # DESCRIPTION 3 H2 FULL MORTISE HINGES 1 L3 LOCKSET 1 S1 FLOOR DOME STOP 1 C2 REGULAR ARM CLOSER 1 CO1 BRASS CONSTRUCTION CORE HARDWARE SETS NO. 8 AND 18: DOUBLE ACTING IMPACT DOOR 1. CUSTOM -SIZED DOUBLE ACTING TRAFFIC IMPACT DOORS WITH STEEL DOOR FRAMES. 2. CHASE -INDUSTRIES BBB -4482D IMPACT DOORS, COLOR BLACK, CUSTOM -SIZED 44' X 82' DOOR (48" X 84' NOMINAL FRAME SIZE/ ROUGH OPENING). 3. PROVIDE CHASE -INDUSTRIES SERIES 350 I FTG DOOR, COLOR TIMBER WOLF, CUSTOM SIZE 44" X 82" DOOR (48" X 84" NOMINAL FRAME, SIZE/ROUGH OPENING) DOOR TO HAVE DEADBOLT LOCK. DOOR FRAME: CUSTOM -SIZED CHASE -INDUSTRIES, PREFINISHED, POWDER -COATED, COLOR TIMBER WOLF. CONTRACTOR TO INSTALL PULL HANDLES ON BOTH SIDES OF DOOR. HANDLES SUPPLIED BY VENDOR. HARDWARE SET NO. 9: HM INTERIOR DOOR (LOCATED AT TOILET ROOMS) QTY. 3 1 1 1 1 1 1 MODEL # H2 P1 P2 S1 C2 K1 S4 3'-6" DOOR WIDTH 6"x30" 1 -WAY MIRROR N J T.G. / \ FS INTERNATIONAL SYMBOL OF ACCESSIBILITY DECAL, 6"x6" MIN. AUTOMATIC SLIDING DOOR(S) W/ EMERGENCY BREAKOUT DOORS TYP. It DESCRIPTION FULL MORTISE HINGES PUSH PLATE DOOR PULL FLOOR DOME STOP PARALLEL ARM CLOSER (AT TOILET ROOM SIDE) KICKPLATE 10" x 34" (AT TOILET ROOM SIDE) SIGN "MEN & WOMEN' 3'-0" DOOR WIDTH 24"x36" VISION UTE 7'-0" DOOR HEIGHT T.G. T.G. i FV 3'-8" DOOR WIDTH 6'-10" FRAME O.A. / / / / / BBB -4482D 7'-0" WIDE OPENING 3'-8" HARDWARE SET NO. 10; ',HM INTERIOR DOOR QTY. MODEL # bESCRIPIION 3 H2 hULL MORTISE HINGES 1 L3 LOCKSET 1 CO1 13RASS CONSTRUCTION CORE HARDWARE SET NO, 12• HM INTERIOR DOOR QTY. MODEL # DESCRIPTION 3 1 1 1 H2 FULL MORTISE HINGES L1 LOCKSET S1 FLOOR DOME STOP CO1 BRASS CONSTRUCTION CORE HARDWARE SET NO. 13: QTY. 3 1 1 1 1 1 MODEL # H1 L6 C2 WS -1 V1 CO1 HM INTERIOR DOOR (UNDERCUT 1 3/4") DESCRIPTION FULL MORTISE HINGES (NRP) LOCKSET PARALLEL ARM CLOSER (GENERAL OFFICE SIDE) WALL STOP "DOOR SPY" SECURITY DOOR VIEWER BRASS CONSTRUCTION CORE HARDWARE SET NO. 14: HM INTERIOR DOOR QTY. MODEL # DESCRIPTION 3 1 1 1 H2 L2 K2 S1 HARDWARE SET NO. 16: QTY. 3 MODEL # H2 K2 S1 C2 TRI CO1 FULL MORTISE HINGES PASSAGE LOCKSET KICKPLATE 10' x 40" (GENERAL OFFICE SIDE) FLOOR DOME STOP HM INTERIOR DOOR DESCRIPTION FULL MORTISE HINGES KICKPLATE 10" x 40" (PUSH SIDE) FLOOR DOME STOP PARALLEL ARM CLOSER (PUSH SIDE) KEYPAD LOCKSET BRASS CONSTRUCTION CORE HARDWARE SET NO. 19: NEW STOREFRONT ENTRY DOORS 1. NEW FIRE EXIT RIM DEVICE VON DUPRIN 88-F WITH OUTSIDE TRIM 880NL (KEY RETRACTS DEADBOLT) OR APPROVED EQUAL. PROVIDE LOCK ON BOTTOM RAIL OF BOTH DOORS AND THUMB TURN ON THE INTERIOR WITH KEYED CYLINDER ON EXTERIOR. COORDINATE KNOX BOX REQUIREMENTS WITH LOCAL FIRE MARSHAL. DOOR WIDTH -DEADBOLT LOCK rPULL HANDLE 6'-10" DOOR HEIGHT T.G. T.G. f T.G. / T.G. \ T.G. / T.G. T.G. T.G. T.G. BB3-1 1, /� / / / 1 I- w 0 0 0 0 FTG PAIR DOORS ^WHERE SHOWN 3'-0" DOOR WIDTH 6' 0" DOOR WIDTH AT DOUBLE DOORS EXIT ALARM, FIRE/EXIT DEVICE WHERE REQUIRED \ 3'-O" 3,-0" 7'-0" DOOR HEIGHT a EXISTING TRANSOM WINDOWS ABOVE TO REMAIN. NEW EXTERIOR STOREFRONT ENTRY DOORS WITH 7-0" DOOR HEIGHT BB3-2 1/4" THICK TEMPERED GLASS. MATCH EXISTING SYSTEM. SEALANTS TO MATCH ADJACENT FINISHES. NEW STOREFRONT GLAZING SYSTEM TO MATCH AND ALIGN WITH EXISTING WHERE SLIDING DOOR SYSTEM WAS REMOVED. SEALANTS TO MATCH ADJACENT FINISHES. SAFETY GLAZING WITHIN 24" OF DOOR OPENING AND UP TO 7'-0" MIN. PROVIDE SIGNAGE AS REQUIRED BY MUNICIPALITY TO DIRECT PATRONS TO ENTER BUILDING AROUND THE CORNER. NEW FIRE EXIT RIM DEVICE VON DUPRIN 88-F WITH OUTSIDE TRIM 880NL (KEY RETRACTS DEADBOLT) OR APPROVED EQUAL. PROVIDE LOCK ON BOTTOM RAIL OF BOTH DOORS AND THUMB TURN ON THE INTERIOR WITH KEYED CYLINDER ON EXTERIOR. COORDINATE KNOX BOX REQUIREMENTS WITH LOCAL FIRE MARSHAL. 'r EXIT BB3-2 J19 NEW BBB-4482DI 8 RELOCATED EXISTING EXISTING RELOCATED NO HARDWARE NEW I I I EXISTING IME I 011 I_11 FI6 _ _ I 112 I EXISTING EXIT I I I _ I _ I =1 I F16 P I _ I 1= 1_ 1_ 1_ 1 161E 1 0 Isn EXISTING F16 1 _ 1 _ I _ I _ 1 _ I _ I _ L REVIEWED FOR CODE COMPLIANCE APPROVED MAY 14 2012 City of Tukwila BUILDING DIVISION _ I _ I _ 1 _ I _ 1 _ I _ I _ I _ 1 N 1 I ES I Ell 1 111111 I Ell 1 Ell 1 1E1 1 =1 1 Ell 1 Ell 1 110111 I I= bell I 80 I_ I 1110111 1 El 1_ 1_ I Ell 1 011111 1_ I EV I 1111 I 11115 I 1 10111 I Ell, I 11111 I 101 I 11111 I Ell I 11101 I =I I El I 111011 I 1 L I FTG 18 EXISTING ° 1 I i ■ ■ 1 ■ U{ ---I ITT1( Z �J I LJ L 1 1_��I_�_I*�_I_�_I_�_1.0_1_!_1_1_I 1 © ! 1 1 lissi _ I_ I_ I_ I_ I- I LJ ' 1 ---I -171 I r-1 1 1 L - J r_ 1_ 1_ 1_ 1_ 1 • • 1 1 I DE I CM I Ell I 11111 I 111111 I 011 I ES I I I 1 I_ I I 1 1 7 LIII=1=1100111:11-111 I r 1 I I I I I I 1 IfniIenIenIenIEnI I 1=1=1=1=1=11 VIII I -I I 1.1 -1 -1 -TI -1 11 1 _1� J 1 I 41.1.,1.,-1.1.-,-,- 1 1 1 I Ell 1 MU I I LI_1_1_'_1_1- 1 I 1 1 ` - 1 _ 1 _ 1 _-1-_ 1 _ 1 _ 1 1 1 _ I I 1 I F 7 EXIST SIIIIIII 1801 I Ell I 1111 I 11111 I Ell I 001 1 1001 1 1E1 I 11 I�1 0011=14 I I I I I I 1 1 1 1 ES IJI I = 1 1 - _ 1 III 1 _ 1 IIIb I _ IIID I _TL ® I I 1 _1_I`IT_1* _ 'U I 1 I 1 I _I_I_ _I_1 1 , 1 I - 1 1 1 1 1 i_i_i 1 I I 1 _ I 1 1 1 1 iN I 011 11101 I • 1 1 __•i 1 i 1 T`t� 1 1_ IIIII� 1 ; 1 „ I I i 1 1 _I=I_Iu1I_IU11_IEll I L 1 I I 1 i 1 1 I I I I L. J` 13 1 EN 1 1 1_1_1_I_I_I� I I eJ 1 #. wie<k• # 4‘12,, I -410 191 _an En En on ma issi 021 imi=iiimaiummte=immical En 11111111 I =I insim -CBI I Ell I IN I 111112 EN len El I Ell 1 MI Ell I 1111 Issimainsimminsuentemi 1m eel en EN i uni NEW FTG 1181 NEW EXIT F1 6 EXIT El 6 EXISTING FTG 1181 EXIST NG 1-1 L_J I EMI I 0E2 LI_1_1_INN 1_1_1III 1_1_1_II= 1_1_I LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION EXIT EXIT 110111 I Ell I 0011 I 082 ACCESSIBLE ROUTE (MAXIMUM TRAVEL DISTANCE 24V-0") WHEELCHAIR ACCESSIBLE ENTRANCE / EXIT DOOR TYPE AND HARDWARE SET 17311 EXISTING EXISTING • EXIT EXISTING FTC 18 N EXISTING co& 0 I ECEIVED APR 26 2012 PERMIT CENTER EXIT / EGRESS PLAN 01 A I MIL ARCHITECTURAL GROUP I NTERNATIONAL 15 WEST SEVENTH STREET COVINGTON, KENTUCKY 41011 PH859-261-5400 FAX859-261-5530 DESIGNER NOTE CHECKLIST qft APPLICABLE NOT APPLICABLE NOTE # APPLICABLE NOT APPLICABLE DISTRIBUTION: DATE: ISSUE FOR PERMIT 02/29/12 ARCH. PROJECT # BBB PROJECT# 110925 #371 Rev1 DRAWN: CHECKED: AJC TS EXPIRES: 06/30/2013 LICENSE: C-28957 DRAWING 11TLE: EGRESS PLAN, DETAILS & NOTES A1.3 in il) 0 POWER PLAN NOTES ND. DESCRIPTION 1 JUNCTION BOX WITH DEDICATED CIRCUIT MOUNTED AT 16'-6" AFF OR Lil DECK OR JOIST FOR SPECIALTY LIGHTING. AFTER BBB FIXTURING IS INSTALLED, ELECTRICAL SUBCONTRACTOR TO PROVIDE J -BOX W/ (2) CIRCUIT DISTRIBUTORS (CD) ON DISPLAY UNIT WITHIN 12'-0" OF J -BOX AND 6'-0" AFF AS DIRECTED BY TENANT AND MAKE FINAL CONNECTION USING WHITE SJ CORD. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR ALL ELECTRICAL CONNECTIONS AS DIRECTED BY BBB AND PER CODE. IF REQUIRED BY LOCAL CODE THE ELECTRICAL CONTRACTOR MUST HARDWIRE IN EMT FROM THE J -BOX AT THE CEILING TO THE SPECIALTY LIGHTING. REFER TO DETAIL 14/E2.4. ❑2ELECTRICAL SUBCONTRACTOR TO PROVIDE PLUGMOLD IN LOCATION DESIGNATED BY BBB. AFTER BBB FIXTURING IS INSTALLED, ELECTRICAL CONTRACTOR TO PROVIDE DUPLEX OUTLET IN LOCATION AS PER BBB FINAL LAYOUT, USING WHITE SJ CORD. ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL PLUGMOLD - WIREMOLD NO.09043, CATALOG NO. V20 -C2. NOTE: EXISTING J -BOXES TO BE UTILIZED WHEN EVER POSSIBLE. IF NO J -BOX EXISTS WITHIN AREAS SHOWN, PROVIDE NEW J -BOX AS REQUIRED. ❑ DUPLEX OUTLET MOUNTED © 14'-6" AFF TO THE LEFT HAND SIDE OF HUB STATION. ELECTRICAL SUBCONTRACTOR TO PROVIDE DUPLEX OUTLETS MOUNTED 51. ON UNISTRUT (HEIGHT OF UNISTRUT AS NOTED BELOW IN NOTE #7). ALL OUTLETS TO BE NOVAR CONTROLLED. RECEPTACLES SHALL BE MOUNTED ON THE BOTTOM OF THE UNISTRUT FACING THE FLOOR. UNISTRUT SHALL BE MOUNTED SUCH THAT THE CHANNEL IS FACING THE CEILING. UNISTRUT SHALL BE PAINTED TO MATCH THE CEILING. ❑JUNCTION BOX MOUNTED AT BAR JOIST FOR CONNECTION TO DISPLAY FIXTURE. AFTER BBB FIXTURING IS INSTALLED, ELECTRICAL SUBCONTRACTOR TO PROVIDE DUPLEX OUTLET IN LOCATION AS PER BBB FINAL LAYOUT, USING SJ CORD OR HARD WIRE WITH EMT IF REQUIRED BY LOCAL CODE. © FOR ALL REGISTER BAYS, REMOTE AND CUSTOMER SERVICE DESKS: PROVIDE J -BOX AT JOIST FOR POWER. J -BOX SHOULD INCLUDE (1) I.G. CIRCUIT FOR EACH I.G. DUPLEX OUTLET AND (1) CIRCUIT FOR EVERY (2) REGULAR DUPLEX OUTLETS. PROVIDE A PULL BOX AND 2" CONDUIT. CIRCUITING SHOULD RUN THROUGH THE 2" CONDUIT. ALL REMOTE SERVICE DESKS ARE FURNISHED WITH OUTLETS ALREADY INSTALLED AS SHOWN IN DETAIL 01/E1.1 (NOTE: DATA/TELEPHONE OUTLET SUPPLIED, INSTALLED AND POWERED BY BBB). ELECTRICAL CONTRACTOR TO RUN CIRCUITS TO ALL OUTLETS. ALSO REFER TO DETAILS 5/E3.3. aJ -BOX WITH DEDICATED CIRCUIT MOUNTED © 16'-6" A.F.F. ON DECK OR JOIST FOR F.T.G. RECEPTACLES LOCATED WITHIN FC -CUSTOMER SERVICE DESK. ® CENTER OF FTG DESK TO MOUNT 8'-0" UNISTUT © 16'-1" A.F.F. 9❑ CONTRACTOR SHALL PROVIDE MULTIPLE JUNCTION BOXES FOR SPECIALTY LIGHTING MOUNTED AT HEIGHT NOTED ON DETAIL. THE MODULAR WIRING SYSTEM BY "LITHONIA RELOC" CONSISTS OF "CIRCUIT DISTRIBUTORS" (CD/120V/D, E OR F)/CSA) WHICH ARE WIRED DIRECTLY INTO J -BOX; "CABLE EXTENDER" (CE/120V/D, E OR F)/CSA) WHICH EXTENDS FROM J -BOX TO FIRST LIGHT FIXTURE AS WELL AS EXTENDS FIXTURE TO FIXTURE; AND "CIRCUIT SELECTOR UNIT" (CSU/120V/F/U/CSA). THE CSU HAS BEEN PRE WIRED TO THE SPECIALTY LIGHTING FIXTURE AND CONNECTS TO THE CABLE EXTENDER. CONTRACTOR IS RESPONSIBLE TO FURNISH AND INSTALL "CIRCUIT DISTRIBUTORS" AT ALL J -BOXES SERVING IN -RACK SPECIALTY LIGHTING. THE BALANCE OF LITHONIA RELOC WIRING COMPONENTS NOTED ("CABLE EXTENDER", "CIRCUIT SELECTOR UNIT") ON THE DRAWINGS SHALL BE FURNISHED AND INSTALLED BY TENANT UNLESS RESTRICTED BY LOCAL JURISDICTION. IF TENANT IS RESTRICTED FROM COMPLETING INSTALLATION AS OUTLINED FOR ANY REASON, CONTRACTOR IS RESPONSIBLE FOR COMPLETING INSTALLATION INCLUDING HARD WIRING OF FIXTURES. 10 WORKSTATION: PROVIDE J -BOX AT JOIST FOR POWER. J -BOX SHOULD INCLUDE (1) I.G. CIRCUIT FOR EACH I.G. DUPLEX OUTLET AND (1) CIRCUIT FOR EVERY (2) REGULAR DUPLEX OUTLETS. PROVIDE A PULL BOX AND (2) 1" CONDUIT TO JOIST ABOVE. (NOTE: DATA/TELEPHONE OUTLET SUPPLIED, INSTALLED AND POWERED BY BBB). ELECTRICAL CONTRACTOR TO RUN CIRCUITS TO ALL OUTLETS. (SEE WORKSTATION DETAIL) REMODEL SYMBOL LEGEND t EXISTING RECEPTACLE, 20A, 120V - 18" AFF HUBELL #53621 Q en EXISTING GROUND FAULT INTERRUPTING RECEPTACLE, 20A, GROUND120V - 18" AFF Q z EXISTING ISOLATED GROUND RECEPTACLE 20A, 120V - 18" AFF HUBELL# IG5362 (ORANGE) 9 . EXISTING UNISTRUT MOUNTED RECEPTACLE, 20A, 120V a,2 0 EXISITNG DUPLEX OUTLET MOUNTED TO COLUMN © 14'-6" A.F.F. op THIS SYMBOL REPRESENTS AN EXISTING MULTIOUTLET ARRANGEMENT SHOWN ON PROTOTYPE CONST. DOC'S O EXISTING JUNCTION BOX THIS SYMBOL REPRESENTS A NEW MULTIOUTLET ARRANGEMENT SHOWN ON PROTOTYPE CONST. DOC'S o NEW JUNCTION BOX Ills THIS SYMBOL REPRESENTS A NEW QUAD OUTLET NEW DUPLEX OUTLET MOUNTED TO COLUMN © 14'-6" A.F.F. 2' WUNISTRUT ON NERECEPTUACLE, 20AMU , 12OVTED alNEW ISOLATED GROUND RECEPTACLE 20A, 120V - 18" AFF HUBELL# IG5362 (ORANGE) 9 NEW DUPLEX RECEPTACLE, 20A, 120V - 18" AFF HUBELL #53621 191 NEW OVERHEAD POWER AND DATA SUPPLY REF. DRAWING E3.4 P-1 60" DOUBLE CONNECTOR - WIRE AS PER CODE P_2 180" DOUBLE CONNECTOR - WIRE AS PER CODE C 2 O F.S. FULL BED full isize II II II II -�- -H 1 1 1 I I I I I 1 ! LB -35 - 4 I ' 1 h 6 'i " 38 L - i —I L i I m i i r- f— .,.... Q P 000 y 5 L --JI 1 1 H' ♦•#♦ I ; H H d 1 0. I; - I� H z 1 I 1 I i' T T I 1 it 1 it I I I 1 1 Ili � i F4 - il 11 I I I i I I- -(P- LB -28,30 -18,20,22 1.8-41 — FLOOR PLAN - POWER 01 SCALE: 1/16" = 1'-0" DECK PAINTED CONDUITS TO DECK SLATWALL ma ENCLOSURE (2) 1' CONDUITS GONDOLA UPRIGHT FLAT SCREEN MONITOR HERE KEYBOARD HERE FILE DRAWER/ TRASH CAN HERE BASE DECK �F1N. FLOOR SIDE ELEVATION VIEW GONDOLA TOP SPA WORKSTATION LOCATION (2) 1' CONDUI GONDOLA UPRI SLATWALL ENCLOSURE PLAN VIEW WORKSTATION DETAIL 02 SCALE: N.T.S. RECtIvtu CITY OF TUKWILA MAR 022012 PERMIT CEN T EF SEPARAE AND APPROVAL REQUIRED, INCAomm ARCHITECTURAL GROUP NTERNATIONAL 15 WEST SEVENTH STREET COVINGTON, KENTUCKY 41011 PH 859-261-5400 FAX 859-261-5530 DESIGNER NOTE CHECKLIST nib DISTRIBUTION: DATE: ISSUE FOR PERMIT 2/16/12 ARCH. PROJECT# BBB PROJECT # 110925 2012 BBBY DRAWN: CHECKED: NI GW Ammy Dinala POWER PLAN X3. 0 ui 0 Z 0 0 0 0 a 0 E2 co O N 0 w ui I -W - O- w Xa 0-W U O U z• 0_ z z O Q - w 00 zO U O I- 0 = LZ_ P U) 5<" 1.° W= - LL w 1- > o J- > - I I- U) - 2 - U2 CO0 Oct a UJ I- U Oz O < 0 tD kr 0 POWER PLAN NOTES NO. DESCRIPTION EXISTINGAFFHUBELL RECEPTACLE#53621, 20A, 120V - 18' 1 JUNCTION BOX WITH DEDICATED CIRCUIT MOUNTED AT 16'-6" AFF OR DECK OR JOIST FOR SPECIALTY LIGHTING. AFTER BBB FIXTURING IS INSTALLED, ELECTRICAL SUBCONTRACTOR TO PROVIDE J -BOX W/ (2) CIRCUIT DISTRIBUTORS (CD) ON DISPLAY UNIT WITHIN 12'-0" OF J -BOX AND 6'-0" AFF AS DIRECTED BY TENANT AND MAKE FINAL CONNECTION USING WHITE SJ CORD. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR ALL ELECTRICAL CONNECTIONS AS DIRECTED BY BBB AND PER CODE. IF REQUIRED BY LOCAL CODE THE ELECTRICAL CONTRACTOR MUST HARDWIRE IN EMT FROM THE J -BOX AT THE CEILING TO THE SPECIALTY LIGHTING. REFER TO DETAIL 14/E2.4. f. IAL 2 ELECTRICAL SUBCONTRACTOR TO PROVIDE PLUGMOLD IN LOCATION DESIGNATED BY BBB. AFTER BBB FIXTURING IS INSTALLED, ELECTRICAL CONTRACTOR TO PROVIDE DUPLEX OUTLET IN LOCATION AS PER BBB FINAL LAYOUT, USING WHITE SJ CORD. ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL PLUGMOLD - WIREMOLD NO.09043, CATALOG NO. V20 -C2. 3E NOT USED q,2EXISITNG ELECTRICAL SUBCONTRACTOR TO PROVIDE DUPLEX OUTLETS MOUNTED 4 ON UNISTRUT OF UNISTRUT AS NOTED BELOW (HEIGHT IN NOTE #7). ALL OUTLETS TO BE NOVAR CONTROLLED. RECEPTACLES SHALL BE MOUNTED ON THE BOTTOM OF THE UNISTRUT FACING THE FLOOR. UNISTRUT SHALL BE MOUNTED SUCH THAT THE CHANNEL IS FACING THE CEILING. UNISTRUT SHALL BE PAINTED TO MATCH THE CEILING. EJUNCTION BOX MOUNTED AT BAR JOIST FOR CONNECTION TO DISPLAY FIXTURE. AFTER BBB FIXTURING IS INSTALLED, ELECTRICAL SUBCONTRACTOR TO PROVIDE DUPLEX OUTLET IN LOCATION AS PER BBB FINAL LAYOUT, USING SJ CORD OR HARD WIRE WITH EMT IF REQUIRED BY LOCAL CODE. EXISTING JUNCTION BOX 6 FOR ALL REGISTER BAYS, REMOTE AND CUSTOMER SERVICE DESKS: PROVIDE J -BOX AT JOIST FOR POWER. J -BOX SHOULD INCLUDE (1) I.G. CIRCUIT FOR EACH I.G. DUPLEX OUTLET AND (1) CIRCUIT FOR EVERY (2) REGULAR DUPLEX OUTLETS. PROVIDE A PULL BOX AND 2" CONDUIT. CIRCUITING SHOULD RUN THROUGH THE 2" CONDUIT. ALL REMOTE SERVICE DESKS ARE FURNISHED WITH OUTLETS ALREADY INSTALLED AS SHOWN IN DETAIL 01/E1.1 (NOTE: DATA/TELEPHONE OUTLET SUPPLIED, INSTALLED AND POWERED BY BBB). ELECTRICAL CONTRACTOR TO RUN CIRCUITS TO ALL OUTLETS. ALSO REFER TO DETAILS 5/E3.3. (244 7 J -BOX WITH DEDICATED CIRCUIT MOUNTED © 16'-6" A.F.F. ON DECK OR JOIST FOR F.T.G. RECEPTACLES LOCATED WITHIN FC -CUSTOMER SERVICE DESK. THIS SYMBOL REPRESENTS A NEW QUAD OUTLET 8 CENTER OF FTG DESK TO MOUNT 8'-0" UNISTUT © 16'-1" A.F.F. NEW DUPLEX OUTLET MOUNTED TO COLUMN @ 14'-6' A.F.F. tit g CONTRACTOR SHALL PROVIDE MULTIPLE JUNCTION BOXES FOR SPECIALTY LIGHTING MOUNTED AT HEIGHT NOTED ON DETAIL. THE MODULAR WIRING SYSTEM BY "LITHONIA RELOC" CONSISTS OF "CIRCUIT DISTRIBUTORS" (CD/120V/D, E OR F)/CSA) WHICH ARE WIRED DIRECTLY INTO J -BOX; "CABLE EXTENDER" (CE/120V/D, E OR F)/CSA) WHICH EXTENDS FROM J -BOX TO FIRST LIGHT FIXTURE AS WELL AS EXTENDS FIXTURE TO FIXTURE; AND "CIRCUIT SELECTOR UNIT" (CSU/120V/F/U/CSA). THE CSU HAS BEEN PRE WIRED TO THE SPECIALTY LIGHTING FIXTURE AND CONNECTS TO THE CABLE EXTENDER. CONTRACTOR IS RESPONSIBLE TO FURNISH AND INSTALL "CIRCUIT DISTRIBUTORS" AT ALL J -BOXES SERVING IN -RACK SPECIALTY LIGHTING. THE BALANCE OF LITHONIA RELOC WIRING COMPONENTS NOTED ("CABLE EXTENDER", "CIRCUIT SELECTOR UNIT") ON THE DRAWINGS SHALL BE FURNISHED AND INSTALLED BY TENANT UNLESS RESTRICTED BY LOCAL JURISDICTION. IF TENANT IS RESTRICTED FROM COMPLETING INSTALLATION AS OUTLINED FOR ANY REASON, CONTRACTOR IS RESPONSIBLE FOR COMPLETING INSTALLATION INCLUDING HARD WIRING OF FIXTURES. NEW ISOLATED GROUND RECEPTACLE 20A, 120V - 18' AFF HUBELL# IG5362 (ORANGE', 10 WORKSTATION: PROVIDE J -BOX AT JOIST FOR POWER. J -BOX SHOULD INCLUDE (1) I.G. CIRCUIT FOR EACH I.G. DUPLEX OUTLET AND (1) CIRCUIT FOR EVERY (2) REGULAR DUPLEX OUTLETS. PROVIDE A PULL BOX AND (2) 1" CONDUIT TO JOIST ABOVE. (NOTE: DATA/TELEPHONE OUTLET SUPPLIED, INSTALLED AND POWERED BY BBB). ELECTRICAL CONTRACTOR TO RUN CIRCUITS TO ALL OUTLETS. (SEE WORKSTATION DETAIL) REMODEL SYMBOL LEGEND 9 EXISTINGAFFHUBELL RECEPTACLE#53621, 20A, 120V - 18' A era EXISTING GROUND FAULT INTERRUPTING RECEPTACLE, 20A, GR❑UND120V - 18' AFF f. IAL EXISTING ISOLATED GROUND RECEPT. 20A, 120V - 18' AFF HUBELL# IG5362 (ORANGE) 9 a. EXISTING UNISTRUT MOUNTED RECEPTACLE, 20A, 120V q,2EXISITNG DUPLEX OUTLET MOUNTED TO COLUMN @ 14'-6' A.F.F. 48" DINNERWARE FLATWARE THIS SYMBOL REPRESENTS AN EXISTING MULTI❑UTLET ARRANGEMENT SHOWN ON PROTOTYPE CONST. DOC'S 15 EXISTING JUNCTION BOX t,THIS ni SYMBOL REPRESENTS A NEW MULTIOUTLET ARRANGEMENT SHOWN ON PROTOTYPE CONST. DOC'S (244 NEW JUNCTION BOX vii THIS SYMBOL REPRESENTS A NEW QUAD OUTLET otz 61 NEW DUPLEX OUTLET MOUNTED TO COLUMN @ 14'-6' A.F.F. tit NEW120V UNISTRUT MOUNTED RECEPTACLE, 20A, 24 NEW ISOLATED GROUND RECEPTACLE 20A, 120V - 18' AFF HUBELL# IG5362 (ORANGE', it NAFF HEW DUPLEXUBELL RECEPTACLE#53621 , 20A, 120V - 18' wit NEW OVERHEAD POWER AND DATA SUPPLY REF. DRAWING E3.4 P-1 60' DOUBLE CONNECTOR - WIRE AS PER CODE P-2 c—' 180' DOUBLE CONNECTOR - WIRE AS PER CODE • SPECIALTY LIGHTING POWER REQUIREMENTS SYMBOL FIXTURE DESCRIPTION # OF RECOMMENDED 4' SECTIONS PER 20 AMP CIRCUIT -12- 48" DINNERWARE SIGNBAND/LIGHTBOX 6-13 WATT COMPACT FLUORESCENT LAMPS (78 VA) 12 48" DINNERWARE FLATWARE 3-21 WATT T5 FLUORESCENT LAMPS (63 VA) 15 II --4 48" STEMWARE CASE 3-13 WATT COMPACT FLUORESCENT LAMPS (39 VA) 22 -IOOOd- 48" BATH VIGNETTE 3-13 WATT COMPACT FLUORESCENT LAMPS (39 VA) 22 48" SIGNBAND W/ SINGLE LAMP 1-25 WATT FLUORESCENT LAMPS (19 VA) 52 I 48" SIGNBAND W/ DOUBLE LAMP 2-25 WATT FLUORESCENT LAMPS (37 VA) 27 I -I I- 48" SIGNBAND W/0 LIGHT (no P-1) - WIREMOLD #V20 -C2 MISC. ITEMS (720 VA) TYP. VERIFY 2 VACUUMS - PLACE ON SIGN BAND CIRCUIT 2 LIGHTING - 76 LAMPS W/ 25W BULBS 2 \.A/ GONDOLA FIXTURE 1-32 WATT FLUORESCENT LAMPS (25 VA) 21 -1/\/V- GONDOLA FIXTURE 1-25 WATT FLUORESCENT LAMPS (19. VA) 24 r� 48" DINNERWARE FLATWARE (W/0 LIGHTS - ow 48" SIGNBAND W/ LIGHT & PLUGMOLD 1-25 WATT FLUORESCENT LAMPS AND (19 VA) WIREMOLD # V20 -C2 2 NOTE: EXISTING J -BOXES TO BE UTILIZED WHEN EVER POSSIBLE. IF NO J -BOX EXISTS WITHIN AREAS SHOWN, PROVIDE NEW J -BOX AS REQUIRED. A. G' UMW J IJ - - - - NEW 1 NEW NEW - mm mom min milT71,111171a mow mm ms HBC SPECIALTY LIGHTING 03 SCALE: 1/8" = 1'-0" II L— P-1 P-1 P-1 P-1 P-1 n n n n n DINNERWARE SPECIALTY LIGHTING SCALE: 1/8" = 1'-0" 02 J 02 1I II I IIS U U U U U L -d 1-d L -d L -d 1-d P-1 P-1 P-1 P-1 P-1 EEI--IE P-1 U U 1-d L -d 1-d L -d L -d 1-d L -d L -d L -d E RL CIN *G TUKWIIVCW LA AR 022012 ERz IT CENTER ACCESSORIES, COOKWARE SPECIALTY LIGI-g-Fiaq�0 PERMIT AN � SCALE: 1/8" = 1'-0" APPROVAL RCQUU1CD ANII MIL ARCHITECTURAL GROUP I NTERNATIONAL 15 WEST SEVENTH STREET COVINGTON, KENTUCKY 41011 PH 859-261-5400 FAX 859-261-5530 DESIGNER NOTE CHECKLIST DISTRIBUTION: DATE: ISSUE FOR PERMIT 2/16/12 ARCH. PROJECT # BBB PROJECT# 110925 2012 BBBY DRAWN: CHECKED: NI GW =MI ISM SPECIALTY LIGHTING PLANS AND NOTES F- 0