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Permit D13-120 - BED BATH & BEYOND - TENANT IMPROVEMENT
BED BATH & BEYOND 400 STRANDER BLVD EXPIRED 02/16/14 D13-120 City oii'ukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-43 1-3670 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: D13-120 Issue Date: 07/02/2013 Permit Expires On: 12/29/2013 Owner: Name: GARFIELD-SOUTHCENTER L L C Address: 388 PEARL ST , EUGENE OR 97401 Contact Person: Name: AMANDA CALDWELL Address: 15 W 7TH ST , COVINGTON KY 41011 Contractor: Name: b Ge revrv` Cjoh,.Ay j �►�{. Address: ''br' S )->O yfi Ve`�- WA ito'N . Contractor Li cense No: o E N G C q SO Q Lender: Name: SELF-FUNDED: BED BATH & BEYOND Address: Phone: 877 261-5400 Phone: Expiration Date: DESCRIPTION OF WORK: INTERIOR REMODEL CONSISTING OF A NEW FOOD DEPARTMENT .AND FOOD PREPARATION ROOM. NEW WALL AND FLOOR FINISHES. RACKING TO BE PERMITTED UNDER SEPARATE PERMIT. Value of Construction: $60,000.00 Fees Collected: $1,754.16 Type of Fire Protection: SPRINKLERS/AFA International Building Code Edition: 2009 Type of Construction: IUB Occupancy per IBC: 0019 Electrical Service Provided by: PUGET SOUND ENERGY **continued on next page** doc: IBC -7/10 D13-120 Printed: 07-02-2013 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 Number: 0 Size (Inches): 0 Start Time: End Time: Volumes: Cut 0 c.y. Fill 0 c.y. Start Time: End Time: Private: Public: Profit: N Non -Profit: N Private: Public: Permit Center Authorized Signature: W Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Print Name: Date:/2� This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING DEPARTMENT CONDITIONS*** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: New suspended ceiling grid and light fixture installations shall meet the non -building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. doc: IBC -7/10 D13-120 Printed: 07-02-2013 7: All construction shall be done in conforma with the approved plans and the requireme�of the International Building Code or International Residential C40 International Mechanical Code, Washingto to Energy Code. 8: All food preparation establishments must have Seattle/King County Department of Public Health sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection shall be made by calling Seattle/King County Department of Public Health, (206/296-4928), at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by the agency on the job site. 9: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 10: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one-third and lower one-third of the water heater's vertical dimension. A minimum distance of 4 -inches shall be maintained above the controls with the strapping. 11: 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). 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 13: 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. 14: ***FIRE DEPARTMENT CONDITIONS*** 15: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 16: 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) 17: 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 nun) 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) 18: 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) 19: 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. (IPC 906.5) 20: 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) 21: Maintain fire extinguisher coverage throughout. 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 a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing between letters shall not be doc: IBC -7/10 D13-120 Printed: 07-02-2013 less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and ng in proportion to their height. The word " "shall be in high contrast with the background and shall be c ly discernible when the exit sign illuminatio ears 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 sprinlder 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: 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 sprinlder 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). 30: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2328. 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: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth m Table No. 803.5 of the International Building Code. 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. doc: IBC -7/10 D13-120 Printed: 07-02-2013 s CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATIONI_ Site Address: 400 Strander Blvd, Tukwila, WA 98188 Tenant Name: Bed, Bath & Beyond King Co Assessor's Tax No.: 022310-0070 Suite Number: Floor: 1 New Tenant: ❑ Yes ..No Property Owners Name: Garfield-Southcenter LLC Mailing Address: 388 Pearl Street 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 Day Telephone: (877) 261-5400 CovingtonKY 41011 E -Mail Address: acaldwell@agi-us.com 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 International 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): $ 60,000.00 Existing Building Valuation: $ Scope of Work (please provide detailed information): Interior remodel consisting of a new food department and food preparation room. Relocation of low height display fixtures in existing departments. New wall and floor finishes. Will there be new rack storage? m Yes 0.. 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: *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: Floor area of accessory dwelling: 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 Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\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 In Floor 45,540 2,492 0 0 IIIB M 2nd Floor 3`d Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: 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: *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: Floor area of accessory dwelling: 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 Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \2010 Applications \7.2010 - Permit Application,doc Revised: 7-2010 bh Page 2 of 6 MECHANICAL PERMIT INFORMATION — 206-431-3670 MECHANICAL CONTRACTOR INFORMATION Company Name: T.B.D. Out to Bid Mailing Address: City State zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Mechanical work (contractor's bid price): $ 20,000 Scope of Work (please provide detailed information): New food preparation room adjacent to existing men's room. New exhaust duct up from ceiling exhaust grille to new exhaust fan on roof. Extend and connect new 8" dia. supply duct to existing supply duct. Rebalance system. Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New .... ❑ Replacement .... ❑ Fuel Type: Electric Gas .... Other: Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler/Compressor: Qty Furnace<100K BTU Air Handling Unit >10,000 CFM Fire Damper 0-3 HP/100,000 BTU Furnace>100K BTU Evaporator Cooler Diffuser 1 3-15 HP/500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct 1 Thermostat 15-30 HP/1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30-50 HP/1,750,000 BTU Appliance Vent Hood and Duct Emergency Generator 50+ HP/1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM Incinerator — Comm/Ind H:\Applications\Forms-Applications On Line \2010 Applications\7-2010 - Permit Application.doc Revised: 7-2010 bh Page 4 of 6 PLUMBING AND GAS PIPING PERMIT INFORMATION — 206-431-3670 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: T.B.D. Out to Bid Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ 40,000 Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): New food preparation room adjacent to existing men's room. New floor drain, three -compartment sink, grease trap, hand sink and water line for coffee machine. Building Use (per Int'l Building Code): Occupancy (per Int'I Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower Bidet Clothes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain Drinking fountain or water cooler (per head) Food -waste grinder, commercial Floor Drain Shower, single head trap Lavatory 1 Wash fountain Receptor, indirect waste Sinks Urinals Water Closet Building sewer and each trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent 1 Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity) Grease interceptor for commercial kitchen (>750 gallon capacity) Repair or alteration of water piping and/or water treatment equipment Repair or alteration of drainage or vent piping Medical gas piping system serving 1-5 inlets/outlets for a specific gas Each additional medical gas inlets/outlets greater than 5 Backflow protective device other than atmospheric -type vacuum breakers 2 inch (51 mm) diameter or smaller Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Each lawn sprinkler system on any one meter including backflow protection devices Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1-5) Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Gas piping outlets H:\Applications\Forms-Applications On Line\2010 Applications\7-2010 - Permit Application.doc Revised: 7-2010 bh Page 5 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OW OR AUTHORIZED AGENT: Signature: Print Name: Amanda J. Caldwell Mailing Address: 15 West 7th Street Date: 117/2/20/9 Day Telephone: (877) 261-5400 Covington I Date Application Accepted: 0 j4VA6 Date Application Expires: H:\Applications\Forms-Applications On Line\2010 Applications\7-2010 - Permit Application.doc Revised: 7-2010 bh City KY State 41011 Zip Staff Initials: . _ Page 6 of 6 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov Parcel No.: 0223100070 Address: 400 STRANDER BL TUKW Suite No: Applicant: BED BATH & BEYOND RECEIPT Permit Number: D13-120 Status: APPROVED Applied Date: 04/17/2013 Issue Date: Receipt No.: R13-02041 Payment Amount: $1,064.90 Initials: WER Payment Date: 07/02/2013 11:48 AM User ID: 1655 Balance: $0.00 Payee: DB GENERAL CONTRACTORS TRANSACTION LIST: Type Method Descriptio Amount Payment Check 11720 1,064.90 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES 000.322.100 STATE BUILDING SURCHARGE 640.237.114 Total: $1,064.90 1,060.40 4.50 0.:..1....1. A-1 An ^W%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: D13-120 Status: PENDING Applied Date: 04/17/2013 Issue Date: Receipt No.: R13-01343 Payment Amount: $689.26 Initials: JEM Payment Date: 04/17/2013 01:07 PM User ID: 1165 Balance: $1,064.90 Payee: ARCHITECTGURAL GROUP INTERNATIONAL PSC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 3988 689.26 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 689.26 Total: $689.26 �.:..�...1• AA 47 7fl41'1 INSP TION N0. INSPECTION RECORD Retain a copy with permit b -;20 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 ta.,,. (206)431-3670 Permit Inspection Request Line (206) 431-2451 Pr j ct: Type-of.Inspection: 6-64 t. At h 6CELl CV,t;�� ., ASFe Address: i-"lon s RA1Jbt- 2,1_ Date Called: Special Instructions: Date Wanted:20—),-'za.rn. 6.3 Requester: Phone,O: 3.s-aL1-1'-C.I1 1 LJApproved per applicable codes. .0orrections required prior to approval. COMMENTS: talo (Mtn — N o o'i cj\U E L Od\J4)? (7<in tora,,, 6 ^ De• 2 REINSPECTION FEE REQUI D. Prior to next inspection, fee must be �_'--paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copwith permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 ; (206) 431-3676 Permit Inspection Request Line (206) 431-2451 D(3-120 Project:pp fP .k, " he` ,,Al Type of_Inspection:r_ r A k ' A6 1 3 Address: 1 Date Called: Special Instructions: Date Wanted: "?"-.' 13 //a'm. (P.m) Requester: Phone No: . QApproved per applicable codes. EjCorrections required prior to approval. COMMENTS: r) A -- R Insp& or:�"�`-�f Al // Date�� 1 3 n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. d;V( INSPECTION NO. �.a INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILABUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: geo 8A4t. 3eydAtp Type of Inspection: i-rA-AA,AG ,.,,, Address: 6(Oa SN`A-VV! Date Called: i) Special Instructions: - DateWanted: a.m� Requester: Ph"Leione No: _.5 S3 510 '' DApproved per applicable codes. Corrections required prior to approval.. COMMENTS: ,.,,, /A i) c -v k 0 o rC n .Y d M d K ov\ e. Si ie t I ck-- pour St n- c-- 1 ,t,, : r< J A -i A a r w- e(e II Inspector: Dat REINSPECTION FEE REQUIR Prior to next inspection, fee must be paid at 6300 Southcenter Blv Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit /3-s PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East. Tukwila, Wa. 98188 206-575-4407 Proj ct: Q / eD )LL c)-'� p�I� Sprinklers: Type of In p/ection: cpriitk/el L'c2ve.� Address:p Suite #: 490 .s{,ranc& . ?/ , p Contact Person: Special Instructions: Phone No.: • Approved per applicable codes. Corrections required prior to approval. COMMENTS:/ Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: [,' K -/o cove t'. cty)r Gat,o'! rio i- ovi 57.4e._' -/-0 ,..5-7(7," . 1 __ __ " .. Needs Shift Inspection: - Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ,----)c-it 07)7 1 f Date: 53h /f-.- Hrs.: _Si— $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 3 a- o C " rze41 see. ARCHITECTURAL GROUP I NTERNATIONAL 1 WEST SEVENTH STIES COVINGION. KENTUCKY 41011 AH839461,900 FMes9.2e1.5 2D DESIGNER NOTE CHECKLIST 0 20 0 42 ISSUE FOR PERMIT 4/12/13 REVISIONS/\ HEALTH REVLS./\ 5/23/13 8/11/13 130328 REVI ocoto A1C TS ENLARGED FIXTURE PLANS AND DETAILS A1.1 WALL CONSTRUCTION REMOVED FROM SCOPE. COMPLETED UNDER PREVIOUS SUBMITTAL. "/ �. , j�;)‘.11 `�-� � EXISTING WOOD STRUCTURE ABOVE WAFERHEAD SCREW , B > `I I� SUPTRACK SYSTEMS SLP -TEN OR APPROVED EQUAL DRIIVALL SCREW .. 5/8• TYPE '%' G.W.B. 'Ea MNTEO CONOUi ca:aais 1 I I ` I 1 I TO DECK I SUTWALL / /--ueoco a j I I ( I 1 NEW FOOD RFEP ROC* - REFER 10 42.1 PP HEAD DETAIL NON -RATED WALL 06 ENQO$aRE • _ / PBGHi I /'G/ //-`/"J�/�l�I-�/'�/�/�/'�/�I�/^/'� e",,,,,,,1 400310 W1 nronu,.a4 i ,, pITO RE II I 6' -Dem 55/6 PREP _m t05 FOOD PREP ) SCALE: 11/2"=1'-0" �yEYB000 EAE /r\ I( l �_1 J��������` , e/.• Mai / /- -..i'��,r,ri^^�i^/'� )\ " "I w S _---�1 R[ DRAWER/ I I ftrilM: i--�--� P010 �1 `.,�..i.--i ��w..r.�..i.-i.�.-i.�..rwv._., -i .__,_. 8 e. $ TAAS / LJ .- '. '/ •1 _ �1�� ETV 6" /YET4L STUDS i OGE6iING LM 20 NEU. ATTACH FIXTURE TO 1.6 /100D CLOCKING W1H 1/4'8 LAG SCREWS ' Ilk) NEW CONI. 2'.fi' NOW ELOC+INC (M.) ATTACHED i0 uETAL SND WALL CONSTRUCPON FOR METAL STUD VOLTS: USE /0 100 X001.5 AT EACH 2/20 4ETAL SiUO WALL CONSTRUCTION NEW CONr. 2-.6' 0000 BLOCKING (TTP.) FOR METAL STUD WALLS: USE IB 1EK XREWS ( •,� a� I` c..,DECK( JI /�/SON. ROCK + (.. 'II 07 ■j,I�.■^CT 1 I! I I )1 . t E , Ati SIDE ELE NATION VIEW I\ \ ,.{\- F- ry , <_ J • e r -- P3 11 1 1 , •'. ■■II T_ 000.4 TO= F�' SP4NNER�1 -81015440GN L221I*31) __ 'EW 5ALL5 I' If �-----�-� II 11 t ��' (i jI -- /.' r vlOm — L ie' •' C II I I ( I ) j��' ,� � (I I L J ,' I tOW4AiCH EY • "'� „ ' oce ,, H •_� -J , CONS cwouls- . I I ATG (1,330 S=) I , -� � 11 .I. m �„ t ' \ - - uPPOIT�A PPoGI PLAN -STATWAL E:.QORRE VIEW I ' WORKSTATION DETAIL 04 FIXTURE PLAN - F.T.G. DEPT. 03 FIXTURE PLAN - FOOD PREP. ROOM 02 NOT TO SCALE SCALE: 1/8 = 1'-0" SCALE: 1/8" = 1'-0" 1'1'1'1^-.^--,^--.1111^111111•--.10--.--,-..--.--,---.iii\-.moi\.---...� /A ) i .. WALL BLOCKING DETAIL 07 ( t/2• EMT TIGHT T0- SCALE: N.T.S. ( S'RUCTURE ABOVE 7) 12 GAUGE VERTICAL HANGER L ) RECEIVING 0 EXISTING WALL CONSTRUCTION TO REMAIN COM nESSAN STRUT REQUIRED AT EACH SEISMIC RESTRANT 12•- O.C. EACH WAY AND WITH:61 6•-0• OF EACH WALL) ` J ( 0®00(1) (�2 Yr RESISTANT GYP. 80.70 MIN. ( ELECTRICAL METAL TUBING (EMT) ONLY: I _ 11 I 1 1 1 1 I 11 I 1 I I I Y P1 i�_11r `-' 12' ABOVE NEW CEILING HEIGHT J 3/a' EMT, NOTCH OVER ' e'� SIZE (DIA) LENGTH (MAX, HT,) 1 ( II ' I • SALES AREA I SALES AREA SIDE ) GYP. BD. TO TOP OF FRAMING ( Gh; MA'.N RUNNER yr A _o ) I 11021 ( i L- 5/6' GYP. BD. TO TOP OF FRAMING. EXTERIOR SIDE SLW-1 W/ALUMINUM INSERTS T012'O AF.F. DRILL 5/32• HOLE FOR 1/8• BOLT L LOCK NUT AFTER CEILING i5 LEVEL I I) 161,. .K `1 / i• 6•-6• 1 1/4" 8-6 M1'OTE: STRUTS, OTHER THAN EMT. MAY REQUIRE I I —T jI L --_- /1 2 __'*_. _'.__.i-• I ..-•i-•i-•..-•..-•..-•i-•..-•..--...-•i-•.r+i-•^^i-•r.^i-•^i-•i-•^^i-,--•i-•^- I I I I I'/ %j ENGINEERING CALCULATIONS. I -)- n (SCREWED &GLUED TO SUBSTRATE) REF. MAIN RUNNER �.y I ( / r WAX MiTo 20'-0' W ASTMC CKiS) (*ANT. Wti'N 20'-0- OF TAPP. Wi 5) P2 SHEET A6.3 ( .11 'C �� (4)-12 GA. SPLAY WIRES- - ) I III ROUND CANOPY MO'oI1F NAYOX'ASH 9nK HN' -1 208100 CAYOC SPLAYED 90 DEGREES FROM EACH CHER 0 45 DEGREES A'•X / � , . I _, *Hoyt. SEE �• DETAIL J/22.1 Q-IW•1, EY -POITJOHY 09 MaLT40 EDUAL I x3022. SEE C:TaL J/A2. COFFEE GRINDERS 06 FDR CV0100515 OSE / 00001200 vnH BBB P(a[ci I LCCAiED ON 000/0/5020 ww001/, FLOOR 0/001 1 o 21 1`•61 5/8' PLYWD. SUBSTRATE OOD PR P SIDE CONT. BOTTOM TRACK SECURED TO CONC. WITH / (5J POWDER ACTUATED FASTENERS 16'0.0. GAUGE l TO MATCH STUD FRAMING. FOOD PREP SIDE U EXISTING C.M.U. CONSTRUCTION TO REMAIN MA%. FROM CEILING PLATE. / T/ I• --5- - /'� 'MINI r _ 60055 TEE NOTE: I I A"'• ..—II.11 TC -1 \ ' I• , 7-I.' k'I flin IY� .22 o -/� SECURE STRUCTURAL WIRES TO STRUCTURAL STEEL MEMBERS ABOVE- NOT ATTACH i0 ROOF DECK. ) I I I I - f\. / / 1g4 J ( AA, V 9._.F ;= 1 `V OM _I I 1 TC -1 1 A .J 1111 \ ,L -Li ej�— 111 I III ` / 1 ( P3 I Q 3 �' METAL STUD5 20 GA. MIN. i6' O.C. TO MEIGH- INTERIOR ELEVATIONSb SECTIONS / IAD OD MENS RESTROOM SIDE �16'METALSTUD520 GA. MIN. 16'O.C. TO HEIGHT ( J / ACT PROPOSED SEISMIC BRACING )'- - ('[ 5'-E' `` B-2 5/.' 1+ X15-2"'• _ E' K _ 1 L- ,, lb, ,` �, j I I III TOWELS /� NOTED ON FIXTURE PLANS AND ELEVATIONS � / \�^^^^^^^ EXISTING METALSTIIDCONSTRIICTIONAND 1 U GYP. BD. MENS ROOM SIDE TO REMAIN ( SALES AREA SIDE 'I`p'-101/1' Al� y y' -Y y qct •'_2- �, �� �� 5'-11/Y y_2• I' 5'_4• Y y_2• �, 5-� 1-2• I , y_61/2• , F� /� ® E%ISTING 3I/2 SOUND ATTENUATION BATT C) 1� \ INSULATION / 12 CA. GRACING WIRE W/ MIN. 4 1 _ /� 5\4 �� I I V �4 I ,kr.`L��,F'-j1 ,� �',I ,I ` ` - ,, ,I 111111. " I I i P4 (! ` 1 `J PAINT TO MATCH ADJACENT CONSTRUCTION( ! c)--- 2 ® ) ( \ FOOD PREP 510E / l ��._./...iJ.-/---,-.4...�J 0 1/8120 GA. METAL FURRING CHANNELS 16' O.C. ( ;� E%TEND STUDS TO EXISTING STRUCTURE' SALES AREA SIDE (J ABOVE�4'd OC. �/ 12 GA. OERT,CAL HANGER HIRE AT ---,-- • 4-0• /264 15'AY 14/ MIN J TURNSRE TURNS IN 1 1/2- AT BOTH ENDS OF WIRE (/122) AT EACH VERTICAL ) I I I 1 I I I Not NORKSTATION I ) 7 FOO (.1, FT, IN 1 7 2• A' E01H ENDS OF TYRE STRUT ) I I �,3%� IN oats. SEE DDt04/Ail ( )l]8 SECTIONS " --� 'FOR AREAS ICH SPAN IN ) , 111 I jl I ��I r— �� IF -111 �_� T-aI� �'��` 0 081 0VE -",-N-1'1'1'1N/MUM2 0000EWITH . L sum, ( 6' METAL STUDS MINIMUM 20 GAUGE WITH 1 Ur • ( OS 8 OO FLANGE WIDTH 16' O.C. TO STRUCTURE ABOVE. ) ` SEE DETAIL 06/A1.1 ) ( LATERAL FORCE ERACING NOT TO E%GEED 12'-0- IN BOTH 010/61ION5 01/ FR' 01 POINT WITHIN 6" OF EACH END WALL 3/a" AT ALL0 OURCENT WALLS WA• ORS - IC. EITHER DIRECTION LESS THAN 25'-0• MAO RUNNERS AND CROSS RUNNERS MAY BE) ATTACHED TO THE PERIMETER A OR 1W0 ADJACENT WALLS WITH RUNNERS CLEARANCE ANDC HE OTHER TWO WALLS WHERE THE SPAN OF B APPROVED -- \ I 1 I RECEIVE I _ PS i �I��C-'�N-'�-'�-'�-'�-^-'�-^-'�•v�/ � FOOD PREP SIDE EXISTING CMU WALL AND FURRING EX -t CONSTRUCTION TO REMAIN- G.C. TO PATCH AND REPAIR AS REQUIRED ( EXISTINGWALLFRAMINGTOREMAIN. ( G.C. TO PATCH, REPAIR OR PROVIDE EX- NEW GYP. BRC. IN AU -LOCATIONS WHERE REQUIRED. (FULL HEIGHT) ( 2• MIN.• . TTHE CEIUNG SYSTEM HE PERIMETER WALLS E EEDS ) SUBJECT TO ORDINANCE CITY O F T U K W i L A NAFF. �1„_ e•'r.mneuunm 'WO pC7iI`EO 25'-0• IN BOTH DIRECTIONS A MIN. WALL ANGLE SIZE A7 LEAST HORIZONTAL L GWSHA LANE NO CHANGES SHALL BE WALL ACT SEISMII_. SOD AT INTERIOR FULL HEIGHT PARTITION. THE FIRST TILE SHALL BE 3/a' CLEAR FROM DETAIL "ALL SURFACE. j MADE WITHOUT HEA H JUN 20 3 JUL 0 1 2013 DEPARTMENT APPROVAL public ) -Seattle , PERMIT CENTER 'ng ACT SEISMIC DETAILS 105 & C inty _ � By FIXTURE PLAN - FOOD DEPT. 101 PARTITION WALL TYPES 108 NOT TO SCALE FOOD PREP `" ) �� 0� SCALE: 1/8" = 1'-0" 'Eji ' 1 A SCALE: 1/4” = 1'-0" c 3 a- o C " rze41 see. ARCHITECTURAL GROUP I NTERNATIONAL 1 WEST SEVENTH STIES COVINGION. KENTUCKY 41011 AH839461,900 FMes9.2e1.5 2D DESIGNER NOTE CHECKLIST 0 20 0 42 ISSUE FOR PERMIT 4/12/13 REVISIONS/\ HEALTH REVLS./\ 5/23/13 8/11/13 130328 REVI ocoto A1C TS ENLARGED FIXTURE PLANS AND DETAILS A1.1 0 w z 0 p0 Z O 0 0, 0 WO ==, O0 U ON E0 zH O U 2t 2s Es fr DRAINBOARDS, UTENSIL RACKS, OR WAREWASHING/DISHWASHING SINK TABLES LARGE ENOUGH ID I COMPARTMENTS• SHALL BE LARGE ACCOMMODATE ALL SOILED AND CLEANED ENOUGH TO ACCOMMODATE ITEMS SHALL BE PROVIDED FOR IMMERSION OF THE LARGEST NECESSARY UTENSIL HOLDING ...BEFORE EQUIPMENT AND UTENSILS. CLEANING AND AFTER SANITIZING. /, CEILING HEIGHT v ELEV,7'-0AFF FIBERGLASS REINFORCED PANELS F. FLOO ELINEV. 0-0'RAFF SH -1 SH•2 — /(WC- -- EXISTING / ( VB -3 8" HIGH VINYL BASE ELEVATION A RESTROOM & KITCHEN HAND WASH SINKS SHALL BE EQUIPPED TO PROVIDE WATER ATA TEMPERATURE OF AT LEAST 100 DEGREES FAHRENHEIT THROUGH A MIXING VALVE OR COMBINATION FAUCET. SELF CLOSING OR METERING FAUCETS SHALL PROVIDEA FLOW OF WATER FOR AT LEAST 15 SECONDS. FOOD, FOOD PREPARATION AND FOOD SERVICE EQUIPMENT STORAGE AREAS ARE PROHIBITED UNDER SEWER LINES THAT ARE NOT SHIELDED TO INTERCEPT POTENTIAL DRIPS. rood equipment that is certified for sanitation by :n American National Standards Institute (ANSI)- :ccredited certification program will comply with Ile food code equipment & utensil materia!, .onstruction and design requirements. WATER HEATER 600 LB. MAXIMUM NOTE: INSTALL PLATFORM PER MANUFACTURERS INSTRUCTIONS EXTEND FRP 6' ABOVE CEILING (TYP. ALL WALLS) ( FRP-1 FIBERGLASS REINFORCED PANELS ELECTRICAL PANEL REFER TO ELECTRICAL DRAWINGS. `PANT DOOR 6 FRAME - SW6105 IIMNE WHITE' CLASS K FIRE EXTINGUISHER MOUNTED ON WALL - BY GC -2 r HOT WATER GENERATION AND DISTRIBUTION SYSTEMS SHALL! BE SUFFICIENT TO MEET THE PEAK HOT WATER DEMANDS THROUGHOUT THE FOOD ESTABLISHMENT. EXTEND FRP 8" ABOVE CEILING GYP. ALL WALLS) FRP-1 FIBERGLASS REINFORCED PANELS PROVIDE SBX:ONE SEALANT ®BA.SEIFRP. ELEVATION 13--K_ *) (VB•3 ) 8' HIGH VINYL BASE 6' HIGH VINYL BASE PLUMBING SYSTEMS SHALL BE DESIGNED, CONSTRUCTED AND INSTALLED ACCORDING TO LAW (APPLICABLE LOCAL, STATE, AND FEDERAL STATUES, REGULATIONS AND ORDINANCES) s-1 S-2/ SH -I BE ADVISED THAT THE NEW WASHINGTON STATE FOOD CODE REQUIRES COMMERCIAL REFRIGERATION TO HOLD FOOD AT 41 DEGREES FAHRENHEIT OR BELOW 1!! (DOWN FROM 45 DEGREES) F. WOOD BLOCKING 104 MINIMUM MINIMUM 3 SIB- METAL STUD FRAMING (20 GA MIN.) 16- O.C. MAX. WITH (1) LAYER GYP. BD. BOTH SIDES WALL MOUNT WATER HEATER PLATFORM (GRANGER ITEM M 130665) OR APPROVED EQUAL 26'426' SQUARE TO HOLD MAXIMUM 600 LBS PIA TFORM HEIGHT T.6' MAX AFF. `F.R. WOOD BLOCKING 144 MINIMUM NOTE: SEE PLUMBING DRAWINGS FOR WATER HEATER SPECIFICATIONS. WALL MOUNT WATER HEATER 05 I` -FOOD SERVICE OPERATION AR' EAIFLOORS, FLOOR COVERINGS, WALLS. INAILL COVERINGS, AND CEILINGS SHALL BE DESIGNED, CONSTRUCTED AND INSTALLED SO THEY ARE SMOOTH, DURABLE AND EASILY CLEANABLE EXIST WD, PURLIN_ ( - CABLE CLAMP 7%0. i NOTE: / PLEASE REFERENCE STRUCTURAL CALCUL ATIONS PREPARED BY THORSON BAKER b ASSOCIATES, INC.. STL. ANGLE FASTENED TO WD, PURLINS WITH (- LAG BOLT MIN. 3I• EMBED. ) 3/32- AIRCRAFT CABLE FASTENED AT 45 DEG. ANGLE T.O. FRAMING/CANOPY S ELEV. 12' -0 -AFF `\1 8.0. CANOPY ) ELEV. 9-0•AFF r TUBULAR ALUMINUM FRAMED FABRIC CANOPY - HANG FROM STRUCTURE ABOVE WITH UNISTRUT b AIRCRAFT CABLE A5 REQUIRED. PAINT UNISTRUT TO MATCH EXIST. ROOF DECK & STRUCTURE - CANOPY BY BB8. INSTALLED BY GC 1ST FLOOR ELEV. OTT AFT S 0 ELEVATION C It is strongly recommended that hot water for the restroom hand wash sinks be plumbed from the main hot water heater ...instead of using an instant warm type water heater unit under each sink. GE -CI RECEPTACLES • REFER TO ELECTRICAL DRAWINGS IcCO-_.:1)---/wet STORED ON SHELF UNTIL NEEDED 1 / X it 0 _ EXTEND FRP B- ABOVE CEILING (TYP. ALL WALLS >—<$.H-3> CM-1> _CCKERS OR OTHER SUITABLE =ACILITIES SHALL BE PROVIDED FOR rHE ORDERLYSTORAGE OF EMPLOYEES' CLOTHING AND OTHER DOSSESSIONS. ( N A AP , OPERA (( T= CIlVG C //\ CABLE / I\_ ,..r0 STL ANGLE \ CLAMP FASTENED TO {T( WDRIRLI.°,,, .12. +� i I� Ti TT�►�E��( ETTyTT �T �I ��' 6. ice. (((\\\ BOLT MIN.3I'EMg'E�p` J REQ JRED P RIOR SUBJECT d () ( FASTENED AFT IG ;�'ERATION9 APPLICANT PLAN /`\ FASTENED AT IS DEG. A3f3NGE ►SET I .���J�����������ON Si REQUIRED TO BE AVAILABLE JUN Z SITE MAIM THAT INSPECTION.! Public - I &.ng By 1 NEW CEILING GRID ANO VINYL FACE TILE AS LISTED IN ACT -1 IN FINISH SCHEDULE AT T.D. A.F.F. NOTE: REFER TO SHEET A1.1 FOR SEISMIC ACT INSTALLATION. NEW 2.1 LIGHT FIXTURES. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL I INFORMATION. CANOPY DETAIL - FOOD DEPT. 103 CEILING PLAN - FOOD PREP. ROOM 02 NEW MOISTURE RESISTANT GYP. BOARD ON FOOD PREP SIDE OF NEW WALL. OUTLET REFER TO ELECTRICAL DRAWINGS ELEVATION D VB -3 8" HIGH VINYL BASE FRP-1 FIBERGLASS REINFORCED PANELS PROVIDE SILICONE SEALANT@ BASE/FRP FOOD PREP ROOM ELEVATIONS 04 ' SCALE 1/2" = 1'-O" 2?S' CLEAR INSIDE u /l s-1 ,WS -1 I (...i ✓ \, c TRASH CAN BY BED BATH 6 BEYOND EE1•i}:!FW- FIN•��� ) STORED ON SHELF UNTIL NEEDED) NEW FLOOR DRAIN. REFER TO PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. TWO 12) SHELVES. REFER TO PLUMBING DRAWINGS FOR GREASE TRAP LOCATION AND DETAILS.--'/ CLASS K FIRE EXTINGUISHER WALL MOUNTED- BY GC NEW HOLLOW METAL DOOR AND FRAME • PAINT CORRIDOR SIDE DOOR & FRAME TO MATCH EXISTING COLOR PAINT INTERIOR DOOR & FRAME SHERWIN WILLIAMS SW5105 -DIVINE WHITE 8 � n; 513, � NCE 2013 SCALE: 1 1/2" = 1'-0" SCALE: 1/2" = 1'-0" SCALE: 1/8" = 1'-0" SQL S�O f IXA rr; f 1 `1T MIN. CLEAR f / 1 LOCATED ON WORK COUNTER I MW -1' LOCATED ON SHELF ABOVE WORK J COUNTER INFILL TRENCHING FOR PLUMBING FUTURES WITH MN. 4• POURED CONCRETE OVER MIN. 1• COMPACTED GRANULAR FILL . EDGES OF CONCRETE SHALL BE F LUSH WITH ADJACENT EXISTING CONCRETE FLOOR NOTE: SEE EQUIPMENT SCHEDULE SHEET 0.3.2 FOR ADDITIONAL INFORMATION. !--4) NOTE: SEE PARTITION 1 FOR PARTITION WALL TYPES AND NE DE TAI 1f 6' CLEAR INSIDE E-IVED C 17A OF TUKWILA JUL 0 1 2013 1,3"' PERMIT CENTER MINIM ARCHITECTURAL GROUP I NTERNATIONAL 1 WEST SEVENTH STREE COVINGTON. KENTUCKY 41011 PM 059.261.5400 105059-261-5550 DESIGNER NOTE CHECKLIST ISSUE FOR PERMIT 4/12/13 REVISION 1 5/23/13 HEALTH REVIS.! / \ 6/11113 APT -1.1 PROJECT • IBM PROJECT • 130328 REV I 011oVAN AJC TS EQUIPMENT PLAN - FOOD PREP. ROOM 01 SCALE. 1/2" = 1'-0" 044N -NG ililE FLOOR FINISH PLANS, NOTES AND DETAILS A2.1 0 ------+-2--- r- I./ 1/ ( ACT-() NEB v i/ I� %. 1 / IV INSPECZ'T, V O I/ V/ • 13 • kTIONAL 1 NEW CEILING GRID ANO VINYL FACE TILE AS LISTED IN ACT -1 IN FINISH SCHEDULE AT T.D. A.F.F. NOTE: REFER TO SHEET A1.1 FOR SEISMIC ACT INSTALLATION. NEW 2.1 LIGHT FIXTURES. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL I INFORMATION. CANOPY DETAIL - FOOD DEPT. 103 CEILING PLAN - FOOD PREP. ROOM 02 NEW MOISTURE RESISTANT GYP. BOARD ON FOOD PREP SIDE OF NEW WALL. OUTLET REFER TO ELECTRICAL DRAWINGS ELEVATION D VB -3 8" HIGH VINYL BASE FRP-1 FIBERGLASS REINFORCED PANELS PROVIDE SILICONE SEALANT@ BASE/FRP FOOD PREP ROOM ELEVATIONS 04 ' SCALE 1/2" = 1'-O" 2?S' CLEAR INSIDE u /l s-1 ,WS -1 I (...i ✓ \, c TRASH CAN BY BED BATH 6 BEYOND EE1•i}:!FW- FIN•��� ) STORED ON SHELF UNTIL NEEDED) NEW FLOOR DRAIN. REFER TO PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. TWO 12) SHELVES. REFER TO PLUMBING DRAWINGS FOR GREASE TRAP LOCATION AND DETAILS.--'/ CLASS K FIRE EXTINGUISHER WALL MOUNTED- BY GC NEW HOLLOW METAL DOOR AND FRAME • PAINT CORRIDOR SIDE DOOR & FRAME TO MATCH EXISTING COLOR PAINT INTERIOR DOOR & FRAME SHERWIN WILLIAMS SW5105 -DIVINE WHITE 8 � n; 513, � NCE 2013 SCALE: 1 1/2" = 1'-0" SCALE: 1/2" = 1'-0" SCALE: 1/8" = 1'-0" SQL S�O f IXA rr; f 1 `1T MIN. CLEAR f / 1 LOCATED ON WORK COUNTER I MW -1' LOCATED ON SHELF ABOVE WORK J COUNTER INFILL TRENCHING FOR PLUMBING FUTURES WITH MN. 4• POURED CONCRETE OVER MIN. 1• COMPACTED GRANULAR FILL . EDGES OF CONCRETE SHALL BE F LUSH WITH ADJACENT EXISTING CONCRETE FLOOR NOTE: SEE EQUIPMENT SCHEDULE SHEET 0.3.2 FOR ADDITIONAL INFORMATION. !--4) NOTE: SEE PARTITION 1 FOR PARTITION WALL TYPES AND NE DE TAI 1f 6' CLEAR INSIDE E-IVED C 17A OF TUKWILA JUL 0 1 2013 1,3"' PERMIT CENTER MINIM ARCHITECTURAL GROUP I NTERNATIONAL 1 WEST SEVENTH STREE COVINGTON. KENTUCKY 41011 PM 059.261.5400 105059-261-5550 DESIGNER NOTE CHECKLIST ISSUE FOR PERMIT 4/12/13 REVISION 1 5/23/13 HEALTH REVIS.! / \ 6/11113 APT -1.1 PROJECT • IBM PROJECT • 130328 REV I 011oVAN AJC TS EQUIPMENT PLAN - FOOD PREP. ROOM 01 SCALE. 1/2" = 1'-0" 044N -NG ililE FLOOR FINISH PLANS, NOTES AND DETAILS A2.1 THORSON BAKER & Associates, Inc. Consulting Engineers FILE COPY Puy to g 1sw 4 (Au REVIEWED FOR 7,ODE COMPLIANCE APPROVED JUN 0 5, 2013 City of Tukwil BUILDING DIVIS StatAA sift) I Project No: Sheet No. /16) Project: 15ectVocita SeiCod Date: CI Z'4 113 Project Site: T \ W P Witt. Prepared By NS 51Tou or f S10(4.41404- • Q t4, "Cozy of ' carKetfi ` tvV t'Sfx1(i) • 4co lbs Wfrro Al 5+ WNrtECttianl ,N «alp t42. cos 1.5 USE '/1 ' e ,4130 ;_ rrs 3. t ej 9 Vic; knee. RECEIVED CITY OF TUKWILA t DES sit X 13 MAY. 3 1 2013 PERMIT CENTER' CORRECTION CORRECTION LTR# 0.11 tot L3X3It" Oot eCt —t w�)o �uttW Kt" 1pK.► ytat cart --- 13- Lo THORSON BAKER & Associates, Inc. Consulting Engineers c/?- P1- -C at-stka Project No: Sheet No' Project: ?A S Date. q/6 511.1113 Project Site: 1-0t-tIC` WA— Prepared By NS rr N o.4, > (o.g63) (100 ( (1—ft') ,.0 0)4-ktrt sere ct 01 (1A ay!l o fF L a cl calor COS tS 5ft ' 360 USE 1%` m x . 2'' 4400 THORSON BAKER & Associates, Inc. Consulting Engineers L 34$7$4. - Project No: Sheet No. 3/62 Project: M -T 21 A Date. 5/1410 `� Project Site: \Lw; `a WA" Prepared By 4 S e e, TvkwMc-WA- Conterminous 48 States 2003 NEHRP Seismic Design Provisions Zip Code = 98188 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Data are based on a 0.05 deg grid spacing Period Centroid Sa (sec) (g) 0.2 1.429 (Ss) 1.0 0.489 (S1) Period Maximum Sa (sec) (g) 0.2 1.473 (Ss) 1.0 0.507 (S1) Period Minimum Sa (sec) (g) 0.2 1.377 (Ss) 1.0 0.470 (S1) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Zip Code = 98188 Spectral Response Accelerations SMs and SM1 SMs=FaxSsand SMI =FvxS1 Site Class D Period Centroid Sa (sec) (g) 0.2 1.429 (SMs, Fa = 1.000) 1.0 0.739 (SM1, Fv = 1.511) Period Maximum Sa (sec) (g) 0.2 1.473 (SMs, Fa = 1.000) 1.0 0.760 (SM1, Fv = 1.500) Period Minimum Sa (sec) (g) �l� 1.0 0.719 (SM1, Fv = 1.530) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Zip Code = 98188 Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 =2/3xSM1 Site Class D Period Centroid Sa (sec) (g) 0.2 0.953 (SDs) 1.0 0.493 (SD1) Period Maximum Sa (sec) (g) 0.2 0.982 (SDs) 1.0 0.507 (SD1) Period Minimum Sa (sec) (g) 0.2 0.918 (SDs) 1.0 0.479 (SD1) -C,n`L w:\c, \iJk Aircraft Cable Galvanized & Stainless Steel, Nylon & Vinyl Coated Cable, Cablelaid, & ... Page 1 of 2 GALVANIZED AND STAINLESS AIRCRAFT CABLE NOT FOR AIRCRAFT USE This type of cable is made of special strength wires primarily for aircraft controls and miscellaneous uses In the aircraft industry. Commercial grade aircraft cable cannot be used for aircraft controls. However, it is used In many general-purpose applications such as slings, winch line, non -aircraft control cables and more (Mil -spec. also available, please call or email us for more information). M••3/64" •1rt...ido *•�• • • •i*�#•"'•4 6.0 7X7 Diameter Approx. Weight Per 1000 Ft. (lbs) Galvanized Minimum Breaking Strength (lbs) Stainless Minimum Breaking Strength (lbs) 3/32" 4.2 270 270 1/16" 7.5 480 480 3/32" 16 920 920 1/8" 28 1,700 1,700 5/32" 43 2,600 2,400 3/16" 62 3,700 3,700 1/4" 106 6,100 6,100 5/16" 167 9,200 9,000 3/8" 236 13,100 12,000 *-` ;, . •x t J. .'71.6: ' 7X19 Diameter Approx. Weight Per 1000 Ft. (lbs) Galvanized Minimum Breaking Strength (lbs) Stainless Minimum Breaking Strength (lbs) 3/32" 17.4 1,000 920 1/8" 29 2,000 1,760 5/32" 45 2,800 2,400 3/16" 65 4,200 3,700 7/32" 86 5,600 5,000 1/4" 110 7,000 6,400 5/16" 173 9,800 9,000 3/8" 243 14,400 12,000 1X19 Diameter Approx. Weight Per 1000 Ft. (lbs) Galvanized Minimum Breaking Strength (lbs) Stainless Minimum Breaking Strength (lbs) 3/64" 5.5 375 375 1/16" 8.5 500 500 3/32" 20 1,200 1,200 1/8" 35 2,100 2,100 5/32" 55 3,300 3,300 3/16" 77 4,700 4,700 7/32" 102 6,300 6,300 1/4" 135 8,200 8,200 9/32" 170 10,300 10,300 5/16" 210 12,500 12,500 3/8" 300 17,500 17,500 7/16" 410 22,500 22,500 http://www.wwewirerope.com/aircraftcable/index.html 5/23/2013 1/2/2014 City of Tukwila Department of Community Development AMANDA CALDWELL 15 W 7TH ST COVINGTON, KY 41011 RE: Permit No. D13-120 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 anytime after the work has begun for a period of 180 days. Your permit will expire on 2/16/2014. 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 2/16/2014, 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, , M144-1Q fer Marshall it Technician File No: D13-120 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 y2 City of Tukwila May 2, 2013 Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Amanda Caldwell Architectural Group International 15 West 7 Street Covington, KY 41011 RE: Correction Letter #1 Development Permit Application Number D13-120 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 Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Dave Larson at 206 431-3670 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206) 431-3670. Sincerely, 044 rshall ician File No. D13-120 W:IPermit Center\Correction Lettersl2013\D13-120 Correction Letter #1.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Tukwila Building Division Dave Larson, Senior Plan Examiner Building Division Review Memo Project Name: Bed Bath & Beyond Permit # D13-120 Plan Review: Dave Larson, Senior Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following continents 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. Please submit all plans on the same size paper. Revised plans need to be the same size as originally submitted). (If applicable) Structural Drawings and structural calculation sheets shall be stamped and signed. 1. The two aluminum tubular canopies per detail 3 on sheet A2.1 are not seismically braced and I could not find anything about weight, overall size, size of cable supports and connection to the roof system of this building. I don't remember this building having parallel cord open web trusses but I could be wrong. Please provide a design based on these concerns stamped by a structural engineer licensed in this state. 2. There is a hold-down device shown in detail 06 on sheet A1.1. I could not find where this is required on any of the floor plans. Please clarify. 3. Please include the gauge of the steel stud framing at each location unless all are the same gauge then a general note would be acceptable. 4. Detail 05 on A1.1 shows a FRT plywood deck on 6 inch metal joist. The studs are shown as 6 inch. The plan view detail shows 3 5/8 studs that are 17 ft. high. Please clarify these details. How high is the building ceiling? Will the t -bar grid at 7 ft. above finished floor be supported with wires to the 17 ft. hardlid? A complete detail cross-section would be helpful. Should there be questions concerning the above information please contact the Building Division at 206-431-3670. Joanna Spencer From: Todd Reedy Sent: Tuesday, April 23, 2013 12:33 PM To: Joanna Spencer Subject: RE: Bed Bath & Beyond @ 400 Strander D13-120 Thanks for the update Joanna. Todd From: Joanna Spencer Sent: Tuesday, April 23, 2013 11:46 AM To: Todd Reedy Cc: Joanna Spencer; Michael Cusick Subject: RE: Bed Bath & Beyond @ 400 Strander D13-120 Todd, Fire Systems West has installed a new 8" Wilkins Model 350 ADA in fire vault under PW 12-062 which was signed off as final by Fire & PW in Dec 2012, however it looks like we don't have copy of backflow test report. I contacted Fire Systems West and was told that when they went there to test the backflows they were informed that tests were already done by another company. I'll be mailing out a letter to the property owner to get this issue resolved. Joanna From: Todd Reedy Sent: Thursday, April 18, 2013 3:54 PM To: Joanna Spencer Subject: RE: Bed Bath & Beyond @ 400 Strander Hi Joanna, Regarding Bed, Bath & Beyond @ 400 Strander: We show Garfield Southcenter being the responsible party for that property. The irrigation and domestic water connections are current on backflow prevention. However, we still have never received test reports for the 8" fireline DCDA for the property. The last I heard they had tried to test it and one of the shutoff valves was leaking excessively preventing a satisfactory test ( I got this information from Engineering, I believe it was Mike Cusick). They were going to replace the valve and test the assembly but I never received any additional information. Hope that helps. Let me know if you have any questions, Todd From: Bryan Still Sent: Thursday, April 18, 2013 1:00 PM To: Todd Reedy Subject: FW: Bed Bath & Beyond @ 400 Strander PERMANENT FILE COPY From: Joanna Spencer Sent: Thursday, April 18, 2013 10:15 AM To: Bryan Still Dt2,l2O City of Tukwila Department of Public Works April 23, 2013 Garfield-Southcenter LLC 388 Pearl Street Eugene, OR 97401 RE: Bed Bath and Beyond Tenant Improvement 400 Strander Blvd, Tukwila WA Permit Nos. D13-120 and PG13-054 To Whom It May Concern: Jim Haggerton, Mayor Bob Giberson, P.E., Director In accordance with Washington State Department of Health guidelines for Group A Public Water Systems, Public Works has implemented a cross -connection control program to protect the public water system from contamination via cross -connection. The program requires elimination or control of any cross -connection between the distribution system and a consumer's water system by the installation of an approved backflow device. The City has determined that the building at the above address has deficiencies on the fire prevention line. The existing 8" fire prevention Detector Double Check Valve Assembly (DDCVA) was installed by Fire Systems West Inc. under Public Works permit PW 12-062 which was final in December 2012. However, Public Works has never received a copy of the required backflow test report. Public Works has contacted Fire Systems West Inc. who informed us that they attempted to run a test in August 2012; however, they were informed that the tests were already performed by another company. Please forward us copy of the 8" DDCVA backflow test report ASAP or have this backflow tested if it was not previously tested. The Public Works Director will withhold issuance of the Bed Bath and Beyond Tenant Improvement permit until the Permit Center receives copy of the DDCVA backflow test report. Please contact me at (206) 431-2440 or via email at joanna.spencer@tukwilawa.gov if you have any questions. Sinrrely, Joanna Spencer Development Engineer cc: Bryan Still PW 12-062 & D13-120 files Amanda Caldwell, applicant (W:PW Eng/Other/Joanna Spencer/Letter Garfield LLC 042313) PERMANENT FILE COPY D13 120 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-433-0179 • Fax: 206-431-3665 %MIT COORQ COPY. PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-120 ;PROJECT NAME: BED, BATH & BEYOND SITE ADDRESS: 400 STRANDER BL Original Plan Submittal Response to Incomplete Letter # DATE: 05-31-13 X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENTS: oti I3uifding Division it/•Fire Prevention Public Works ❑ Structural Planning Division ❑ Permit Coordinator M DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 06-04-13 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 No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 07-02-13 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit'Center Use.On/y CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2-28'-02 PERMIT COORD COO PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-120 DATE: 04/17/13 PROJECT NAME: BED, BATH & BEYOND SITE ADDRESS: 400 STRANDER BL X Original, Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: c `evict-ec -ZlVi3 Building Division t1Jiif :.1 Public Works C 010.11 Ne( N//i —t --R ) Fire Prevention ® Planning Division Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ DUE DATE: 04/18/13 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: LETTER OF COMPLETENESS MAILED: TUESITHURS ROUTING: Please Route N REVIEWER'S INITIALS: DATE: Structural Review Required ❑ No further Review Required ❑ APPROVALS OR CORRECTIONS: DUE DATE: 05/16/13 Approved El Approved with Conditions ❑ Not Approved (attach comments) N - Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 'd Fire 0 Ping 0 PW 0 Staff Initials: fb City of Tukwila Department of Contntunity Development 6300 SouthcenterBoulevard, 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: OY Plan Check/Permit Number: D13-120 ❑ 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 RECEIVED CITU OF TUKWII,A MAY 312013 $ &W cf4rr ' 4 Project Address: 400 Strander�B1 4 6/4� Contact Person: 10 e/ / Phone Number: O77 G �/ • / oD Summary of Revision: /. C/NnPv Citcc44-10s ?y ce,e5o/t) 1r51,ej2 /, / p z' f/'/L s . 2• / ✓/Sly /9e4A20/Nl, L (/ • (0 .5cDpsiF iilDbp He Yis 17e<4//- 'p si- ' 1/ 1 k1 -s AT fito PRS 60 Jk. 6/11/46 A�/DA) #4.1719i A//. 16 tip- GoNsf' 'for) poiseP f -P 20(w. 6`'/torpsroc% VeGk 'lee-Wm/As- 40102. 5611tic /H,1',»,?r' nnl41a/ PY 5"R2Nfc, //v6. 4.71-5v Sheet Number(s): Al i f? 2. /, C41.-COLAyotis "Cloud" or highlight all areas of revision including date sof revision Received at the City of Tukwila Permit Center by: w Or Entered in Permits Plus on 05/i/ // 3 C:\Users\jennifer-m\Desktop\Revision Submittal Form.doc Revised: May 2011 Contractors or Tradespeople P;, ler Friendly Page General/Specialty Contractor A business registered as a construction contractor with LEI to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name DB GENERAL CONTRACTORS INC UBI No. 602650709 Phone 2537362980 Status Active Address 7038 South 220Th St License No. DBGENGC94309 Suite/Apt. License Type Construction Contractor City Kent Effective Date 9/29/2006 State WA Expiration Date 10/9/2014 Zip 98032 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 Et 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 6 Nationwide Mutual Ins Co ACP7515276908 09/28/2012 09/28/2013 $1,000,000.0009/21/2012 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 $1,000,000.00 09/22/2010 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 $1,000,000.00 09/28/2007 1 CONTINENTAL CAS CO CWP265155 09/28/2006 09/28/2007 $1,000,000.00 09/29/2006 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 Infractions/Citations Information No records found for the previous 6 year period httns://fortress.wa.I?ov/lni/bbip/Print.aspx 07/02/2013 L0 t<7 0 ARCH. DRAWING ABBREVIATIONS SYMBOLS LEGEND VICINITY MAP & AND L ANGLE 0 AT Q CENTERLINE # POUND or NUMBER ACCES. ACT. ADJ. A.F.F. AL. APPROX. ARCH. ASPH. BBB B.C. BD. BITUM. BLDG. BLK. BM. B.O. BRG. BTWN. BUR CAB. CEM. CER. C.F. C.G. C.I. C.J. CLG. CLKG. CLR. CMU CNTR. C.O. COL. CONC. CONN. CONST. CONT. CORR. C.P.I. C.T. CTR. CTSK. D DBL. D.B.R. DEPT. D.F. DET. DIA. DIM. DISP. DN. D.O. DR. DWR. DS. DWG. E. EA. E.I.F.S. E.J. EL. ELEC. EMER. ENCL. EQ. EQPT. E.W.C. EXP. EXPO. EXST. EXT. ACCESSIBLE ACOUSTICAL CEILING TILE ADJUSTABLE ABOVE FINISH FLOOR ALUMINUM APPROXIMATE ARCHITECTURAL ASPHALT BED BATH & BEYOND BACK OF CURB BOARD BITUMINOUS BUILDING BLOCK BEAM BOTTOM OF BEARING BETWEEN BUILT-UP ROOFING CABINET CEMENT CERAMIC COLD FORMED CORNER GUARD CAST IRON CONTROL JOINT CEIUNG CAULKING CLEAR CONCRETE MASONRY UNIT COUNTER CASED OPENING COLUMN CONCRETE CONNECTION CONSTRUCTION CONTINUOUS CORRIDOR CAROUNA PRODUCTS INC CERAMIC 11LE CENTER COUNTERSUNK DEPTH DOUBLE DELUXE BRIDAL REGISTRY DEPARTMENT DRINKING FOUNTAIN DETAIL DIAMETER DIMENSION DISPENSER DOWN DOOR OPENING DOOR DRAWER DOWNSPOUT DRAWING EAST EACH EXT. INSUL. & FINISH SYSTEM EXPANSION JOINT ELEVATION ELECTRICAL EMERGENCY ENCLOSURE EQUAL EQUIPMENT ELECTRIC WATER COOLER EXPANSION EXPOSED EXISTING EXTERIOR FABR. F.C. F.D. FDN. F.E. F.E.C. FIN. Fl XT. FL. FLASH. FLUOR. F.0.(XX) F.O.C. F.O.F. F.O.M. F.O.S. F.R.T. FT. FTG. F.T.G. FURR. GA. GALV. GL. GR. GYP. GYP.BD. HAC H.B. H.B.C. H.C. H.D. HDWD HDWE H.M. HORIZ. HR. HGT. HSS I.D. I.G. INFO. INSUL. INT. I.S.A. JAN. JT. KIT. L. LAM. LAV. LT. MAS. MAX. MECH. MED. MEMB. MET. MFR. MIN. MISC. M.O. M.R. MTD. MTG. N. N.I.C. NO. NOM. N.T.S. 0.A. OBS. 0.C. 0.D. OPNG. OPP. 0.H. FABRICATOR/ FABRICATED FURRING CHANNEL FLOOR DRAIN FOUNDATION FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FINISH FIXTURE FLOOR FLASHING FLUORESCENT FACE OF (XX) FACE OF CONCRETE FACE OF FINISH FACE OF MASONRY FACE OF STUDS FIRE -RETARDANT TREATED FOOT OR FEET FOOTING FINE TABLETOPS & GIFTWARE FURRING GAUGE GALVANIZED GLASS GRADE GYPSUM GYPSUM WALLBOARD HEATING AND COOLING HOSE BIBB HEALTH & BEAUTY CARE HOLLOW CORE HEAVY DUTY HARDWOOD HARDWARE HOLLOW METAL HORIZONTAL HOUR HEIGHT HOLLOW STEEL SECTION INSIDE DIMENSION INSULATING GLASS INFORMATION INSULATION INTERIOR INTERNATIONAL SYMBOL OF ACCESSIBILITY JANITOR JOINT KITCHEN LENGTH LAMINATE LAVATORY LIGHT MASONRY MAXIMUM MECHANICAL MEDIUM MEMBRANE METAL MANUFACTURER MINIMUM MISCELLANEOUS MASONRY OPENING MOISTURE RESISTANT MOUNTED MOUNTING NORTH NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE OVERALL OBSCURE ON CENTER OUTSIDE DIMENSION OPENING OPPOSITE OVERHANG PL. P.LAM. PLAS. PLMB. PLYWD. P.O.C. PR. PRCST. PRTN. PR. TR. P.S.F.F. PT. PTD. PLATE PLASTIC LAMINATE PLASTER PLUMBING PLYWOOD POINT OF CONNECTION PAIR PRE -CAST PARTITION PRESSURE TREATED PREFAB. STRUC. STL FABR. POINT PAINTED Q.T. QUARRY 11LE QTR. QUARTER R. RAD. R.D. REF. REFR. REINF REQD RESIL. RET. RM. RND. R.O. R.T.U. RWC S. S.C. SCHED. SECT. SF SHT. SIM. S.J. SPEC. SPECD. S.ST. STD. STL. STOR. STRUC. SUSP. T.C. TEL. T&G T.G. THK. THR. T.I.G. T.O. T.P. TS TV T.W. TYP. UNF. U.G. U.N.O. UR. VCT VERT. VEST. V.I.F. V.T.R. VWC W. w/ WD WDT. W/0 WP WSCT. WT. RISER RADIUS ROOF DRAIN REFERENCE REFRIGERATOR REINFORCED REQUIRED RESILIENT RETAINING ROOM ROUND ROUGH OPENING HVAC UNIT RAINWATER CONDUCTOR SOUTH SOLID CORE SCHEDULED SECTION STOREFRONT SHEET SIMILAR SAWCUT JOINT SPECIFICATION SPECIFIED (SECTION) STAINLESS STEEL STANDARD STEEL STORAGE STRUCTURAL SUSPENDED TOP OF CURB TELEPHONE TONGUE AND GROOVE TEMPERED GLASS THICK THRESHOLD TEMPERED INSULATING GLASS TOP OF TOP OF PAVEMENT TUBE STEEL TELEVISION TOP OF WALL TYPICAL UNFINISHED UNDERGROUND UNLESS NOTED OTHERWISE URINAL VINYL COMPOSITION 11LE VERTICAL VESTIBULE VERIFY IN FIELD VENT THRU ROOF VINYL WALL COVERING WEST WITH WOOD WIDTH WITHOUT WATERPROOF WAINSCOT WEIGHT FIELD VERIFICATION NOTE CONTRACTOR(S) SHALL VERIFY EXISTING CONDITIONS AND CORRELATE DIMENSIONS PRIOR TO PROVIDING THE WORK DETAILED IN THESE DRAWINGS, AND SHALL PROMPTLY NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. NOTES ONCE THE CONCRETE FLOOR SLAB IS POURED. IT MUST BE KEPT CLEAN, FREE OF DUST, PAINTS. STAINS AND 11RE MARKS, UP UNTIL PUNCHLIST. THERE SHALL BE NO STORING OF MATERIALS ON CONCRETE IN AREAS TO RECEIVE THE CONCRETE FINISH TREATMENT. ALL LIFTS TO BE DIAPERED (TO PREVENT LEAKING FLUIDS FROM REACHING THE FLOOR) AND USE NON -MARKING TURES. NOTES TO CONTRACTORS REGARDING MOLD AND MILDEW: 1. THE FOLLOWING REQUIREMENTS SHALL APPLY TO ALL NEW AND REMODEL CONSTRUCTION PROJECTS. 2. IN THE EVENT THE CONTRACTOR DISCOVERS, AT ANY 11ME DURING DEMOUTION, CONSTRUCTION, AND/OR REMODEUNG OPERATIONS, EXISTING CONDITIONS THAT COULD INCLUDE THE PRESENCE OF MOLD AND/OR MILDEW, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE AND THE ARCHITECT/ENGINEER OF RECORD, IN WRITING, OF THE CONCERNS AND/OR SUSPICIONS. 3. CONCURRENTLY, THE CONTRACTOR SHALL BE RESPONSIBLE TO RETAIN A MOLD AND MILDEW CERTIFIED TESTING AGENCY TO PERFORM AN INVESTIGATION AND TESTING AS REQUIRED TO EVALUATE THE NATURE AND EXTENT OF THE PROBLEM. IF THE TESTING AGENCY CONFIRMS HAZARDS. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN A MINIMUM OF TWO (2) BIDS FROM COMPANIES QUALIFIED AND UCENSED TO PERFORM ALL NECESSARY REMEDIATION WORK, COMPLYING WITH ALL LOCAL, STATE, AND FEDERAL ENVIRONMENTAL REGULATIONS, CODES, AND STATUTES. 4. ONCE DISCOVERY OR SUSPICION OF MOLD AND/OR MILDEW IS MADE, THE CONTRACTOR SHALL TAKE ALL REASONABLE AND PRACTICAL PRECAUTIONS TO PROTECT ALL CONSTRUCTION PERSONNEL AND THE PUBLIC FROM EXPOSURE TO MOLD AND/OR MILDEW, AND SUCH PRECAUTIONS SHALL REMAIN IN PLACE UNTIL SUCH TIME AS THE OWNER OR HEALTH AUTHORITY DIRECTS OTHERWISE. CONSTRUCTION OPERATIONS SHALL NOT BE STOPPED OR CURTAILED, EXCEPT IN THE AREA OF MOLD/MILDEW CONCERN, DUE TO THESE REQUIRED PRECAUTIONS. 5. THE CONTRACTOR SHALL MAKE ALL REASONABLE EFFORTS TO AVOID CONDITIONS FAVORABLE TO THE DEVELOPMENT OF MOLD AND MILDEW, ESPECIALLY IN VOIDS WHICH WILL BE CONCEALED AND NOT VENTILATED. IN ALL CASES, INTERIOR SPACES AND INTERIORS FINI HED CONSTRUCTION SHALL BE MAINTAINED IN DRY AND WELL -VENTILATED CONDITIONS. 6. THE CONTRACTOR SHALL COMPLY WITH FEDERAL ENVIRONMENTAL AND OSHA REGULATIONS AND ALL LOCAL AND STATE HEALTH DEPARTMENT REQUIREMENTS AND RECOMMENDATIONS REGARDING MOLD AND MILDEW. 7. ALL PENETRATIONS SHALL BE SEALED WATER -TIGHT TO PREVENT MOISTURE MIGRATION FROM ENTERING THE BUILDING OR WALL CAVITIES. 8. ALL CONDENSATE DRAIN PANS SHALL BE CLEANED AND KEPT FREE FROM DEBRIS UNTIL AND WHEN THE FACIUTY IS TURNED OVER TO THE OWNER OR TENANT. ENSURE POSITIVE DRAINAGE AT ALL DRAIN PANS. ENSURE THAT "COLD" COLD" SURFACES ARE INSULATED AND COVERED WITH A FULLY SEALED AND CONTINUOUS VAPOR BARRIER. ("COLD" SURFACES INCLUDE, BUT ARE NOT UMITED TO, DOMESTIC COLD WATER PIPING, CHILLED WATER PIPING, INTERIOR RAIN LEADERS, OUTDOOR AIR INTAKES, AND DUCTWORK CARRYING AIR CONDITIONED SUPPLY AIR.) 9. ENSURE THAT THERE ARE NO WATER LEAKS IN CONCEALED PLUMBING CHASES. RETURN AIR PATHS AND PLENUMS SHALL BE KEPT DRY. ALL EXISTING SUPPLY AIR PATHS AND ALL EXISTING DUCTWORK TO BE RE -USED SHALL BE CLEANED AND TREATED AS REQUIRED TO REMOVE THE POTENTIAL FOR MOLD AND MILDEW. ALL DAMP AREAS SHALL BE DRIED THOROUGHLY PRIOR TO ENCLOSURE. COLUMN LINE DETAIL/DWG. (XXX-#) TYPE ELEVATION/DWG. OR BLDG. SECTION/DWG. WALL SECTION/DWG. OR DETAIL/DWG. elA 14° ; A9.1 EL. O' -O" T.O.CONC. 40, FIN FLR Q,-0" PARTITION TYPE NAME ROOM NAME & NUMBER XXX INTERIOR ELEVATIONS SPOT ELEVATION DATUM /.4\ REVISION - ADDENDUM/CONSTRUCTION BULLETIN REVISIONS No changes shall bo made to the scope of work without prior approval of Tukwila Building Division. NOTE: revisions T'''ill require a new plan submittal end may include additional plan review foes, • A3 _ PROJECT SITE NORTH \r BED.AT Jr� INI TENANT IMPROVEMENT FOR AN EXISTING BED BATH & BEYOND STORE 317 TUKWILA 400 STRANDER BLVD PROTOTYPE VERSION: 2010 CURRENT ISSUE DRAW IN G SHEET DRAWING TITLE PROJECT TEAM RESPONSIBILITY SCHEDULE ARCHITECTURAL PLANS PERMIT SET 04/12/13 OWNER: BED BATH & BEYOND 650 LIBERTY AVE. UNION, NJ 07083 (908) 688-0888 PHONE NUMBER (908) 688-0295 FAX NUMBER STEPHEN CHIPKIN, ARCHITECTURAL PROJECT MANAGER Stephen. Ch ipkin®bedbath.com LANDLORD GARFIELD-SOUTHCENTER, LLC 388 PEARL STREET EUGENE, OR 97401 ARCHITECT: - TI WORK ARCHITECTURAL GROUP INTERNATIONAL 15 WEST SEVENTH STREET COVINGTON, KY 41011 859-261-5400 PHONE NUMBER 859-261-5530 FAX NUMBER 11M SEAMAN, AIA tseaman©agi-us.com MECHANICAL ENGINEER: PRECISION ENGINEERING GROUP, LLC 1560 EAST 21ST STREET TULSA, OK 74135 918-749-3000 PHONE NUMBER 918-749-3003 FAX NUMBER GREG WILEY gwiley@precisiongroup.net ELECTRICAL ENGINEER: PRECISION ENGINEERING GROUP, LLC 1560 EAST 21ST STREET TULSA, OK 74135 918-749-3000 PHONE NUMBER 918-749-3003 FAX NUMBER GREG WILEY gwiley@precisiongroup.net SEPARATE PERMIT REQUIRED FOR: Mechanical Electrical Plumbing Gas Piping City of Tukwila BUILDING DIVISION ITEM DESCRIPTION: FURNISHED BY: INSTALLED BY: G.C. BBB G.C. BBB NOTES: COMPUTER/ P.O.S. WIRING • CONDUIT & PULL -STRING BY ELECTRICIAN - AS SHOWN ON DWGS. A0.1 CODE DATA, PROJECT DATA & RESPONSIBILITY SCHEDULE 0 Ci ' • t '� `ROVED 0 . •f D FOR MPLIANCE 5 2013 s 'u +. ;la LaiiiR'li1iihid iliiepTi4 -' A1.0 FLOOR PLAN, INTERIOR WALL DETAILS AND NOTES 0 MUZAK SYSTEM 0 CONDUIT & PULL -STRING BY ELECTRICIAN - AS SHOWN ON DWGS. REMOTE SERVICE DESKS • • SECURITY SYSTEM 0 • CONTRACTOR TO OFF-LOAD, PROVIDE SECURED STORAGE, INSTALL & MAKE FIN Oitt CONDUIT & PULL -STRING BY ELECTRICIAN - AS SHOWN ON DWGSPermit No. TA1 NS. A1.1 A1.3 A2.0 A2.1 A3.2 ENLARGED FIXTURE PLANS AND DETAILS EXIT/EGRESS PLAN FLOOR FINISH PLAN, DETAILS AND NOTES ENLARGED PLANS, WALL TYPES, INTERIOR ELEVATIONS & DETAILS DOOR FINISH AND EQUIPMENT SCHEDULES AND DETAILS 0 0 0 0 0 A3.3 A6.0 BBB NATIONAL ACCT. VENDORS & SPECIFIED MFRS. W/ DISTRIB. SCHED. RACK FIXTURE LAYOUT AND DETAILS 0 0 \retro\A(/‘ rwly, STORE SALES FIXTURES & STORAGE FIXTURES 0 0 TELEPHONE SYSTEM FOOD PREP ROOM EQUIPMENT 0 0 0 0 CONTRACTOR TO MAKE FINAL ELECTRICAL CONNECTIONS. Plan review approval is subject to errors and omissions. CONDUIT 8c PULL STRING BY ELECTRICIAN Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt CODE DATA of approved Field Copy and 64 - BY ► _ -1J//3 is ac lmowiedged: APPLICABLE BUILDING CODES: BUILDING CODE: STRUCTURAL CODE: PLUMBING CODE: MECHANICAL CODE: ELECTRICAL CODE: ACCESSIBILITY: ENERGY CODE: FIRE/SAFETY CODE: SUPPLEMENTS: 0 EXISTING USE GROUP M - MERCANTILE 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 (WA STATE LAWS, RULES & REGULATIONS FOR ELECTRICAL WIRES AND EQUIPMENT, WAC 296-46B) ICC/ANSI A117.1 (WA STATE BUILDING CODE, WAC CHAPTER 51-40) 2009 WASHINGTON STATE ENERGY CODE (WA STATE BUILDING CODE, WAC 51-11, CH. 11-15) 2009 IFC, NFPA 5B & 54 (WA STATE BUILDING CODE, WAC CHAPTER 51-54) TUKWILA MUNICIPAL CODE o TYPE OF CONSTRUCTION EXISTING TO REMAIN (TYPE IIB) o EXISTING BUILDING AREA TO REMAIN EXISTING TOTAL BUILDING AREA = SCOPE OF WORK AREA = o OCCUPANT LOAD: EXISTING TO REMAIN ® EGRESS WIDTH : EXISTING TO REMAIN 0 NO. OF EXITS: EXISTING TO REMAIN 45,540 SF 2,492 SF FIRST FLOOR 8 TOTAL PROVIDED (6 ACCESSIBLE) SCOPE OF PROJECT: BED BATH AND BEYOND IS WORKING ON A PROJECT TO OFFER CUSTOMERS AN EXPANDED VARIETY OF PRE-PACKAGED AND SHELF STABLE GOURMET FOODS FOR CONSUMPTION OFF OF THE PREMISES. THE TYPES OF FOOD THAT WOULD BE SOLD WILL BE A WIDE VARIETY OF GOURMET FOODS (COFFEE, TEA, DESSERT ITEMS, CHIPS, SALSAS, PASTAS, A WIDE VARIETY OF SAUCES, CONDIMENTS, SNACKS, ETC.). THIS FOOD IS ALL PREPACKAGED AND SHELF STABLE AND IS NOT TO BE CONSUMED ON THE STORE PREMISES. THE FOOD PRODUCTS WOULD BE DISPLAYED FOR SALE IN AN AREA OF THE EXISTING SALES FLOOR. IN ORDER TO PROMOTE THE SALE OF SUCH PRODUCTS, COMPLIMENTARY FOOD SAMPLES WOULD BE OFFERED TO CUSTOMERS AT A FEW SAMPLING STATIONS IN THE AREA WHERE THE FOOD IS DISPLAYED IN ORDER TO TASTE THE GOURMET FOOD PRODUCTS. PRIMARY AREA OF WORK FOOD PREP ROOM 120 S.F. 72" NOTES: aty Of llikwita ILDIG DIVISI4 1 . REFER TO SPECIFIC DISCIPLINE SHEET FOR PLUMBING, MECHANICAL, AND ELECTRICAL CODE DATA INFO. THE WORK SHALL CONFORM TO THE APPLICABLE BUILDING CODE, AND OTHER ORDINANCES, CODES AND REGULATIONS LISTED ON THE DRAWINGS, AND REQUIRED BY LOCAL BUILDING AUTHORITIES. THE GOVERNING CODES, RULES AND REGULATIONS ARE COLLECTIVELY REFERRED TO AS "THE CODE". THE CONTRACTOR SHALL REPORT ANY INCONSISTENCIES, CONFLICTS OR OMISSIONS HE MAY DISCOVER TO THE ARCHITECT FOR INTERPRETATION PRIOR TO PERFORMING THE WORK. THE TENANT SHALL APPLY FOR THE GENERAL BUILDING PERMIT AND HEALTH DEPT. PERMIT. THE G.C. IS RESPONSIBLE TO SECURE, OBTAIN AND PAY FOR ALL PERMITS, LICENSES, DOCUMENTS, AND SERVICES RELATED TO THE WORK. 4 ALL COSTS FOR INSPECTIONS AND/OR TESTS, SHALL BE THE RESPONSIBILITY OF THE G.C., UNLESS NOTED OTHERWISE. 5. THE G.C. IS RESPONSIBLE TO VERIFY ALL EXISTING CONDITIONS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR UNUSUAL CONDITIONS PRIOR TO CONSTRUCTION. s . THE G.C. IS RESPONSIBLE TO COORDINATE THE WORK SCHEDULE IN OCCUPIED AND UNOCCUPIED APEAS WITH BED BATH & BEYOND PRIOR TO CONSTRUCTION. 1 . THE G.C. IS RESPONSIBLE TO COORDINATE WORK OF ALL SUB -CONTRACTORS AND SHALL PERFORM SUCH MISCELLANEOUS WORK AS MAY BE NECESSARY FOR THEM TO COMPLETE THEIR WORK. 9 . THE G.C. SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL PROVIDE PUBLIC PROTECTION AS NECESSARY AND REQUIRED BY GDVERNING CITY AGENCIES. 9 THE G.C. IS RESPONSIBLE FOR DISPOSING OF DEMOLITION MATERIALS IN A LEGAL MANNER. 1 9 G.C. TO COORDINATE ALL ROOF REPAIRS W/ BBB'S ROOFING CONTRACTOR TO MAINTAIN WARRANTY (CONSULT WITH BBB CPM). KEY PLAN EXIT Ir„.,.., : , C.173,4 ^F i TJ 134" 42" XIT EXIT ilii; oz•;: rt ELT fET 11.17T Eli ra n,w x ...�.?3 .tet£ �.�..._....�'.I it SECONDARY AREA OF WORK MINOR WALL CONSTRUCTION 42" EXIT SECONDARY AREA OF WORK 42" MERCHANDISING EXIT FIXTURE REPLACEMENT FINISHES 72EXIT" 4 € 42" EXIT EXIT PRIMARY AREA OF WORK FOOD DEPARTMENT 2,372 S.F. A6.3 SLATWALL DETAILS • PLUMBING AND MECHANICAL PLANS MP1.1 P1.1 P2.1 FLOOR PLAN - MECHANICAL AND PLUMBING PLUMBING SCHEDULES, SYMBOLS & NOTES PLUMBING FLOOR PLAN M1.1 MECHANICAL FLOOR PLAN, DETAILS & NOTES ELECTRICAL PLANS E3.0 E3.1 E4.0 E4.1 E5.0 E6.0 POWER PLAN LIGHTING LAYOUT PLAN SPECIALTY LIGHTING PLANS, DETAILS & NOTES ELECTRICAL DETAILS & NOTES ELECTRICAL DIAGRAMS & NOTES PANEL SCHEDULES CODE STATISTICS: NO PROTECTION IS REQUIRED ON STRUCTURAL COLUMNS AS THE NEW CONSTRUCTION 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 DOOR HARDWARE ALL EXIT DOORS SHALL MAINTAIN EXISTING HARDWARE. 0 0 0 0 0 0 0 0 0 0 0 tc) TYPE AND EXISTING CONSTRUCTION SHALL REMAIN FEB re 2014 RECEIVED CITY OF TUKWILA APR 1 7 2013 PERMIT CENTER IF PANIC HARDWARE IS NOT IN PLACE, IT SHALL BE INSTALLED. FIRE SUPPRESSION NOTES: 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. EXIT WIDTH ALL EXIT AISLES AND EXIT WAYS SHALL MAINTAIN A MINIMUM OF 44" WIDTH. SHALL MAINTAIN A MINIMUM WIDTH OF 36" ALL AISLES THAT ARE NOT CONSIDERED MAIN EXIT WAYS DOOR HARDWARE ALL DOOR HARDWARE SHALL HAVE LEE DL LEVER HANDLES THAT DO NOT REQUIRE SPECIAL KNOWLEDGE,STRENGTH G NTH 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. NOTE; EVERY ITERATION/REVISION TO THE CONSTRUCTION DOCUMENTS SHALL INCLUDE A REVISED SHEET A0.1 WITH CURRENT ISSUE DATES AND REVISION NUMBERS LISTED AVM II MEL ARCHITECTURAL GROUP I NTERNATIONAL 15 WEST SEVENTH STREET COVINGTON, KENTUCKY 41011 PH 859-261-5400 FAX 859-261-5530 DESIGNER NOTE CHECKLIST W Z APPLICABLE NOT APPLICABLE H 2 APPLICABLE NOT APPLICABLE 0 w m w PROJECT NAME & LOCATION: w 0 LL ce 0 O 0 0 0 1 - CO CD 400 STRANDER BLVD. TUKWILA, WASHINGTON 98188 CO LO Q O OD >oOO oo m' z (.(co 0 JOCOCO (0 ) DISTRIBUTION: DATE: ISSUE FOR PERMIT 4/12/13 ARCH. PROJECT# BBB PROJECT# 130328 REV 1 DRAWN: CHECKED: AJC TS DRAWING 111LE: COVER SHEET A0.1 0 z a w x a w a 3 z 0 re rn a ww U o o aN co zQ O w O F zo 8v.' zV cow W > O J z • 0 • re O 11- ✓ j z 0 Ill N 1,4 0 ACCESSIBILITY NOTES 1 . COMPLIANT ACCESS TO REGISTER IS PARALLEL APPROACH WITH 36" HIGH MAXIMUM COUNTER HEIGHT WITH MINIMUM 30" WIDE BY 48" LONG APPROACH WITH MINIMUM ACCESSIBLE ROUTE OF 60" 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 INCHES. KNEE CLEARANCE. IF SEATING FOR PERSONS IN WHEELCHAIRS IS PROVIDED AT FIXED TABLES OR COUNTERS, KNEE SPACES AT LEAST 27 INCHES HIGH, 30 INCHES WIDE AND 19 INCHES EEP SHALL BE PROVIDED. EXCEPTION: KNEE CLEARANCE IS NOT REQUIRED AT CHECKOUT COUNTERS OR SERVICE COUNTERS. 4. HEIGHT OF WORK SURFACES. THE TOPS OF TABLES AND COUNTERS SHALL BE 28 INCHES TO 34 INCHES FROM THE FLOOR OR GROUND. WHERE A SINGLE COUNTER CONTAINS MORE THAN ONE TRANSACTION STATION, SUCH AS (BUT NOT LIMITED TO) A RETAIL SALES COUNTER WITH MULTIPLE CASH REGISTER STATIONS, AT LEAST 5 PERCENT, BUT NEVER LESS THAN ONE, OF EACH TYPE OF STATION SHALL BE LOCATED AT A SECTION OF COUNTER THAT IS AT LEAST 36 INCHES LONG AND NO MORE THAN 28 TO 34 INCHES HIGH. 5. 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 INCHES . IN LENGTH WITH A MAXIMUM HEIGHT OF 34 INCHES ABOVE THE FINISH FLOOR AND LOCATED ON AN ACCESSIBLE ROUTE. 6. CUSTOMER SERVICE DESKS TO HAVE MAXIMUM 36" HIGH DESKTOP WITH MINIMUM 27" HIGH KNEE CLEARANCE FOR DEPTH OF 1'-7". 7. COMPLIANT ACCESS FOR PARALLEL APPROACH IS TO BE 36" HIGH MAXIMUM COUNTER. HEIGHT WITH 2'-9 1/2" DEEP COUNTER (34" MAXIMUM SIDE REACH PERMITTED OVER OBSTRUCTION) MINIMUM 30" WIDE BY 48" LONG APPROACH WITH MINIMUM 60" AISLE. 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. GENERAL NOTES 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 TI ES. 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 NEPA 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 AVP 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. LEGEND (10 5) AFFECTED AREA NEW WALL CONSTRUCTION (SEE SHEET A1.1) EXISTING WALL CONSTRUCTION TO REMAIN NEW DOOR AND HARDWARE (SEE SHEET A3.2) PASS-THRU FIXTURE 1'-0 BUILDING SQUARE FOOTAGE CHART NOTE # SALES FLOOR SQ. FT. STOCK ROOM SQ. FT. STAGING SQ. FT. (INCLUDED WSQ. STOCK RM. SQ. FT.) AUXILIARY SQ. BUILDING FT. (FOOTPRINT) MEZZANINE SQ ' �' TOTAL BUILDING SQ. FT. THIS PLAN 36,333' 6,295'(13.8%) 1,000' 2,912' 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"± AT REAR = 23' 4'± ON STOCK MEZZ. BELOW STOCK MEZZ. = N/A ON STOCK MEZZ. BELOW STOCK = N/A = N/A MEZZ. = N/A 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24.-0" 24'-0" 24'-0" r., 24'-0" RECEIVING AREA 11041 24'-0" EXISTING COMPACTOR NEW WALL CONSTRUCTION EXISTTING ELECTRICAL PANELS (277/480V - 800A) 24'-0" • 24'-0 1/2" 23'-11 1/2" { LI L II ►� - I„- - - low i i i ( i V\ V DINNERWARE REVIEWED FOR CODE COMPLIANCE APPROVED JUN 0 5 2.013 City of Tukwila BUILDING DIVISI 24' -0" SOFT KIT CHE EXIST. F.A. 22" ZZ 22* .ZZ CLEANING EXIST F.A. 02 A1.1 NEW FOOD PREP. ROOM LOW HEIGHT FIXTURE LAYOUT V0DIFICATIONS ELECTRICS 22' 22• r „ZZ 22' 4 - .ZZ 22 .00 STOR ELEC, OMEN STOR, EI L HBC 206 SE TIONS 4,015 Sq.Ft. 0- II` FOOD PREP OP FFICE 12011 .91 .91 .91 L� L•91L .91 3 ' 13" " 13' '' 13' T 13' S1 .£I -. S1 ,SI l4 S1 13' 13- - 13" 13" ,£I Sl SI t SI 1 i {i. e^ 'I 19^ 1 19^ COSMETICS 24'-0" 24'-0" ii Ik zi SEASONAL G SR SR =R f FRAMES 7 4'-0" 'o ■11 � 4'-0 1/4 " 11 FRAMED AR -71 14, 4,-0" 2 M 8'-3 1/2" I COOKWARE 24'-0" 24'-0" 24'-0" • ESTI 24'-0" r MNS T 6'-2 3/4" 5'-2 1 /4" EY: J ) I- -1 L J EXIST EXIST F.A� J FTG � J FH� L J (1,330 SF) r -1 L J T J EXIST. F.A. -1E] PRE- SALES "A" COVERLETS 1 H- LJ z J m L I I full LZe ,I SALES AREA 11021 DOWN ---- NOTE # APPLICABLE --- NOTE # APPLICABLE NOT APPLICABLE HOME DECOR. - `' --A- 3'-10 1/2" A---- ---- _ _ -I CANDLES LW 3'-11 1/2" SOLIDS 1 3'-10 1/2" x H L FRN CVRS. ' 0 CLOSET 1'' 0',1119,17.1. T t �� .9L,.91 THROWS 3 TOSS .:-.. ,,. ## , -0114.110111 3'-9 1/8" DRAPES �i FUR ITURE ,. 22' i 22 - 22" . 3'-9 1/8" WI, .zz ,•� .zs - LIGHTING 4'-10 1/2"4'-0 3"/ 1/2" I .' " Il' I 1 �\ L1 3'-10 1/2" 4' 0 1 ; / -- --J I 3'-10 1/2" L i II 4'-0" RUGS KITCHEN BASICS 1 1 � J L J 4'-0 5/8" EXIST. I FIRE SPRINKLER VALVE I • imT I 5'-3 1/2"ACCESSORIES I 4'1 -, I I I I I I I '- j'-0' 4.-O" / I I I I I I MIN l U J j5'-4" NEW WORKSTATION Il��l LOW HEIGHT FIXTURE LAYOUT MODIFICATIONS 00 WIN - s i 5'-2 MEM 11031 \ DUVET I EXIST, F.A. EXIST FA. Lm„C L 17N"--2- Lc' W„ L- PRINTS UI 19,-0" EXISTING DRAIN PIPE IL." it. EXISTING „c DRAIN PIPE N• = CD KIDDY CD C TI CD C • = m T1 TI CD c a= PROMO PADS a FOOD 2,372' SQ.FT. 108 SECTIONS IN GABLE, SEE DETAIL 0471 4, 24' -0" 24'-0" 24'-0" 24.-0" 11 TOWELS SHOWER HARDWARE 0 ® 10 FEB 16 2014 PRE -SALES "B" 11 61 "71w.- 12-0 F10 O \ 1 ON N 4.1 52 N 0 tO RECEIVED CITY OF TUKWILA APR 1 7 2013 PERMIT CENTER FIXTURE PLAN 01 MEN ARCHITECTURAL GROUP NTERNATIONAL 15 WEST SEVENTH STREET COVINGTON, KENTUCKY 41011 PH 859-261-5400 FAX 859-261-5530 DESIGNER NOTE CHECKLIST NOTE # APPLICABLE NOT APPLICABLE NOTE # APPLICABLE NOT APPLICABLE LIJ 0 any store >- LLI CO CO PROJECT NAME & LOCATION: LLI >- Liu CO DO CD CD 400 STRANDER BLVD. LLI CO 00 CO CO CO TUKWILA, WASHINGTON 98188 CNI CD CO 00 CO 00 OC) DISTRIBUTION: DATE: ISSUE FOR PERMIT 4/12/13 ARCH. PROJECT # BBB PROJECT # 130328 REV 1 DRAWN: CHECKED: AJC TS DRAWING TITLE: PLANS Ai .0 2 0 0 3 O 0 0 in 3 w ui W w Z 0- O w ocnO z • Z o a Eo o � z V 0w 0= z PCD Q Xw wu.= W - > O z coin0 O • � a ZRp 0Z •- 0 AVM MIL ARCHITECTURAL GROUP I NTERNATIONAL 15 WEST SEVENTH STREET COVINGTON, KENTUCKY 41011 PH 859-261 -5400 FAX 859-261 -5530 DESIGNER NOTE CHECKLIST I NOTE # APPLICABLE e NOTE # APPLICABLE NOT APPLICABLE EXISTING WOOD STRUCTURE ABOVE WALL CONSTRUCTION REMOVED FROM SCOPE. COMPLETED UNDER PREVIOUS SUBMITTAL. SCREW WAFERHEAD # $ SLIPTRACK SYSTEMS SLP -TRK OR APPROVED EQUAL DECK I 1„ 1 PAINTED CONDUIT (2) CONDUITS I I I DRYWALL SCREW 5/8„ 'TYPE 'X' G.W.B. TO DECK SLATWALL GONDOLA NEW FOOD PREP ROOM - REFER TO A2.1 FOR ENCLOSURE UPRIGHT ADDITIONAL INFORMATION DETAIL NON -RATED WALL 06 P2 A FOOD MNRRRITOHEE 8.-0" 3 5/8PREPHEAD I 105 FOOD PREPKEYBOARD " i SCALE: 1 1 /2 = 1 -0u �A widi HERE e > I r .. i - 0 3.o 1 ce = N FILE DRAWER/ — \ \� I 0 0 ___,,, TRASH CAN NEW 6" METAL M y � -I �� I% STUDS MINIMUM 20 e o _ HERE i yy�� / a '.c:, I J i �J \ i L �' GAUGE @ 16" 0 C ATTACH FIXTURE TO 2x6 WOOD BLOCKING WITH 1/4"0 LAG SCREWS NEW CONT. 2"x6" WOOD BLOCKING (TYP.) ATTACHED TO METAL STUD WALL CONSTRUCTION FOR METAL STUD WALLS: USE #8 TEK SCREWS AT EACH STUD STUD WALL CONSTRUCTION NEW CONT. 2"x6" WOOD BLOCKING (TYP.) FOR METAL STUD WALLS: USE #8 TEK SCREWS - M ac, o �/ TO EX STING METAL M °i ; BASE DECK I I DE, OVE. a = I I `� o FIN. FLOOR n 1.%- 07 o F2 L J P3 �105� SIDE ELEVATION VIEW , ��� _� i i �� j Iri_ I GONDOLA TOP WORKSTATION L___ SPANNER LOCATION NEW WALLS . --y----SHOWN I �, , 3/4„ HATCHED I 1 ` L o NEW 'W 1 3/8" w J \ J — J I \ J (TYP.) NEW VMC & BUMPPERS TO MATCH EXIST NG DOOR (2)1„ FTG (1 330 S F) - - CONDUITS , ,- �. - \� OMETAL licnimi I--- L J `\ / --- I GONDOLA SLATWALL I UPRIGHT PLAN ENCLOSURE VIEW I r WORKSTATION DETAIL 04 FIXTURE PLAN - F.T.G. DEPT. 03 FIXTURE PLAN - FOOD PREP. ROOM 02 NOT TO SCALE SCALE: 1/8" = 1'-0" SCALE: 1/8" = 1'-0" e REVIEWED FOR CODE COMPLIANCE "JUN _ APPROVED 0 5 2013 WALL BLOCKING DETAIL 0 1/2EMT TIGHT To STRUCTURE ABOVE City of Tukwila BUILDING DIVISION SCALE: N.T.S. 12 GAUGE VERTICAL HANGER COMPRESSION STRUT REQUIRED — AT EACH SEISMIC RESTRAINT 12" O.C. EACH WAY AND WITHIN 6'-0" OF EACH WALL RECEIVING O EXISTING WALL CONSTRUCTION TO REMAIN O OO O5 VD 5/8" MOISTURE RESISTANT GYP. BD.TO MIN. METAL TUBING (EMT) ONLY; P1 ��ELECTRICAL 0 12"ABOVE NEW CEILING HEIGHT. Il� � o, I I I EMT, NOTCH OVER I � 3/4" Q SIZE (DIA) LENGTH (MAX. HT.) I I A SALES AREA SALES AREA SIDE 0 %" GYP. BD. TO TOP OF FRAMING MAIN RUNNER `I�1Pr 1/2'' 4'-0" I I I 1021 EXTERIOR SIDE 4 5/8" GYP. BD. TO TOP OF FRAMING. SLW-1 W/ ALUMINUM INSERTS TO 12'-0" A.F.F. I DRILL 5/32" HOLE FOR 1 /8°II r.,5ts " 6'-6" I BOLT 8c LOCK NUT AFTER 1 1 1 /4>, 8'-6" CEILING IS LEVEL �' NOTE: STRUTS, OTHER THAN EMT. MAY REQUIRE I I I Q 4a (SCREWED & GLUED TO SUBSTRATE) REF. �h ENGINEERING CALCULATIONS. MAIN RUNNER`3 / P (4)-12 GA. SPLAY WIRES- SPLAYED 90 DEGREES FROM�� EACH OTHER @ 45 DEGREES tri,-� __ r I 11 ROUND CANOPY ABOVE. SEE DETAIL 3/A2.1 ROUND CANOPY ABOVE, SEE DETAIL 3/A2.1 P2 �ii�ii'i 3 it SHEET A6.3 OW © FOOD PREP SIDE 4b 5/8" PLYWD. SUBSTRATE FOOD PREP SIDE CONT. BOTTOM TRACK SECURED TO CONC. WITH 0 POWDER ACTUATED FASTENERS 16" O.C. GAUGE TO MATCH STUD FRAMING. CONSTRUCTION N T REMAIN O6 EXISTING C.M.U. CONS RUC O O MAX. FROM CEILING PLATE. �. —_ r/ \ % `r NOTE: y. ,Z > \ / AC I TASTI G CROSS TEE 2 "' < .<t•-', �w \ IP L CART rL1,9'Y SECURE. STRUCTURAL WIRES TO STRUCTURAL \ / \ \ / LLJ I P3 2 O STEEL MEMBERS ABOVE- NOT ATTACH TO (0\� ROOF DECK. I -- o - LJ_ I 3 %" METAL STUDS 20 GA. MIN. 16" O.C. TO HEIGHT ��� 44 NOTED ON INTERIOR ELEVATIONS & SECTIONS b ® MEN'S RESTROOM SIDE - 6" METAL STUDS 20 GA. MIN. 16" O.C. TO HEIGHT " O CD NOTED ON FIXTURE PLANS AND ELEVATIONS Klv 7b EXISTING METAL STUD CONSTRUCTION REMAIN AND 4. A C I R O O J H D S J V C BRA \ G 5'-6" 5'-6" 6'-2 3/4" •I .. / r ` SALES AREA SIDE GYP. D. MENS ROOM S DE TO ..., /I ULE _ -10 1/2' S'-2" 5'-2" 5'-1 1/2', 5'-2" 5 -4 „ 5 _2 " 5-2 " 5'-2"5'-8 1/2" I 0 O5 -0 EXISTING 3 1/2" SOUND ATTENUATION BATT INSULATION 1 0 1 T.0° r r r r r I P4 1 Ir I 12 GA. BRACING WIRE W/ MIN. 4 O9 PAINT TO MATCH ADJACENT CONSTRUCTION '- J ® FOOD PREP SIDE " " 12 GA. VERTICAL HANGER WIRE AT TURNS IN 1 1/2" AT BOTH ENDS NEW WORKSTATION 4'-0" EACH WAY W/ MIN 3 TURNS OF WIRE (TYP) AT EACH VERTICAL FOOD 2,372' SO. FT. „ IN 1 1/2AT BOTH ENDS OF WIRE TYP. STRUT IN GABLE. SEE DETAIL 04/A1.1 8 S E CT O N S 10 7/8x 20 GA. METAL FURRING CHANNELS 16O.C. O EXTEND STUDS TO EXISTING STRUCTURE SALES AREA SIDE 11ABOVE @ 4-0 O.C. o * FOR AREAS WITH SPAN IN — F-1 L • LATERAL FORCE BRACING NOT TO EITHER DIRECTION LESS THAN I —) `-IT _=—. — 0 Q ABOVE SLATWALL6" METAL STUDS MINIMUM 20 GAUGE WITH 1 1/4" O5 12 FLANGE WIDTH 16" O.C. TO STRUCTURE ABOVE. EXCEED 12'-0" IN BOTH DIRECTIONS W/ FIRST POINT WITHIN 6" OF EACH END WALL 3/8" AT TWO ADJACENT WALLS 0e 3/4" AT ALL FOUR WALLS * \; t`�� e 255-0" MAIN RUNNERS AND CROSS RUNNERS MAY BE ATTACHED TO THE PERIMETER OR TWO ADJACENT WALLS WITH 3/8" CLEARANCE BETWEEN THE RUNNERS AND THE OTHER TWO WALLS. WHERE THE SPAN OF — o RECEIVED CITY OF TUKWILA MAY 3 1 2013 PERMIT CENTER SEE DETAIL 06/A1.1 P5 C O O FOOD PREP SIDE 2" MIN.* G �y-T THE CEILING SYSTEM BETWEEN THE PERIMETER WALLS EXCEEDS ACT. CEILING IFJIIIII I 111111111111 I UIIIIIIIIIIIIIIII„2 @ 11'-0” AFF. MI -0 IN BOTH DIRECTIONS A MN. WALL ANGLE SIZE AT LEAST TWO HORIZONTAL LEG SHALL BE " `'' EX -1 EXISTING CMU WALL AND FURRING CONSTRUCTION TO REMAIN- G.C. TO PATCH AND REPAIR AS REQUIRED WALL ACT S- S USED AT PERIMETER WALLS AND INTERIOR FULL HEIGHT PARTITION. THE FIRST TILE SHALL BE 3/4" CLEAR FROM C DI -TAIL mow CORRECTION LYR#NEW 15, 120 EXISTING WALL FRAMING TO REMAIN. EX -2 G.C. TO PATCH, REPAIR, OR PROVIDE GYP. BRD. IN ALL LOCATIONS WHERE REQUIRED. (FULL HEIGHT) V ILTA PARTITION WALL TYPES 08 ACT SEISMIC DETAILS 05 FIXTURE PLAN - FOOD DEPT. 01 SCALE: 1/4" = 1'-0" FOOD PREP NOT TO SCALE SCALE: 1/8" = 1'-0" AVM MIL ARCHITECTURAL GROUP I NTERNATIONAL 15 WEST SEVENTH STREET COVINGTON, KENTUCKY 41011 PH 859-261 -5400 FAX 859-261 -5530 DESIGNER NOTE CHECKLIST I NOTE # APPLICABLE NOT APPLICABLE NOTE # APPLICABLE NOT APPLICABLE 1 I _ o _,,, ) 0 0 L.0 C a D 0 Ulm° c)6 1-"""-C cow 0 Z" 0 w m H- CO 0 w CO PROJECT NAME & LOCATION: LU U LL_ O w H- O 0 0 U L-1 - X O > QO 00 L( Q O 0 O IC0ON - O O O H -I I � o0 00 W Z 00 00 m (oc0 J O p p • Z O -,rnCn DISTRIBUTION: DATE: ISSUE FOR PERMIT 4/12/13 REVISIONS 5/23/13 ARCH. PROJECT # BBB PROJECT# 130328 REV 1 DRAWN: CHECKED: AJC TS DRAWING TITLE: ENLARGED FIXTURE PLANS AND DETAILS A1 .1 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'- 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 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 COVMON 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 MAXIMUV 34" HIGH DESKTOP WITH MINIMUM 27" HIGH KNEE CLEARANCE FOR DEPTH OF 1'-7" AND VINIMUM 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 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 '$B3-1 PROVIDE STANLEY DURA -GLIDE 3000, TYPE D -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: HM EXTERIOR DOOR QTY. 1 3 1 MODEL # DESCRIPTION Cl PARALLEL ARM CLOSER (INTERIOR SIDE) H1 FULL MORTISE HINGES (NRP) K1 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 T1 1 W1 1 DC2 1 V1 1 El 2 CY4 2 CO1 1 RD1 P3 NOTES: 1. G.C. TO INSTALL DECAL SIGN WHICH STATES, " EMERGENCY EXIT ONLY, ALARM WILL SOUND". 2. ADDITIONAL HARDWARE AS REQUIRED FOR DOUBLE EXTERIOR DOORS. 7-0" DOOR HEIGHT HARDWARE SET NO. 7: HM INTERIOR DOOR QTY. MODEL # DESCRIPTION 3 1 1 1 1 H2 FULL MORTISE HINGES L3 LOCKSET S1 FLOOR DOME STOP C2 REGULAR ARM CLOSER 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 FTC 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 MODEL # H2 P1 P2 S1 C2 K1 S4 3'-6" DOOR WIDTH 6"x30" 1 -WAY MIRROR / \ FS INTERNATIONAL SYMBOL OF ACCESSIBILITY DECAL, 6"x6" MIN. 6" 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 C 7-0" DOOR HEIGHT DOOR WIDTH 24"x36" VISION LITE T.G. C T.G. FV 6'-10" FRAME O.A. 3'-8" DOOR WIDTH BBB -4482D '-D" WIDE OPENING 3'-8" HARDWARE SET NO. 10: HM INTERIOR DOOR QTY. 3 1 1 MODEL # DESCRIPTION H2 FULL MORTISE HINGES L3 LOCKSET CO1 BRASS CONSTRUCTION CORE HARDWARE SET NO. 12: HM INTERIOR DOOR QTY. MODEL # DESCRIPTION .3 1 1 1 HARDWARE QTY, 3 1 1 1 1 1 H2 FULL MORTISE HINGES L1 LOCKSET S1 FLOOR DOME STOP CO1 BRASS CONSTRUCTION CORE SET NO. 13: HM INTERIOR DOOR (UNDERCUT 1 3/4") MODEL # H1 L6 C2 WS -1 V1 CO1 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 H2 FULL MORTISE HINGES 1 L2 PASSAGE LOCKSET 1 K2 KICKPLATE 10" x 40" (GENERAL OFFICE SIDE) 1 51 FLOOR DOME STOP HARDWARE SET NO. 16: HM INTERIOR DOOR QTY, 3 1 1 1 1 1 MODEL H2 K2 S1 C2 TR1 CO1 # 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: 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. 6'-10" DOOR HEIGHT T.G. / N AUTOMATIC SLIDING DOOR(S) W/ EMERGENCY BREAKOUT DOORS TYP. T.G. T.G. / TG. T.G. \ T.G. T.G. T.G. i T.G. T.G. / T.G. BB3-1 DOOR WIDTH - DEADBOLT LOCK PULL HANDLE 1 -�� PAIR DOORS WHERE SHOWN N. 0 0 0 I N. FTG 7-0" DOOR HEIGHT EXIT ALARM, FIRE/EXIT DEVICE WHERE REQUIRED 3'-0" DOOR WIDTH 6' 0' DOOR WIDTH AT DOUBLE DOORS F 3'-0" 0 BB3-2 F- CD c 0 0 0 N. 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. /`rr \` 1 I k EXIT BB3-2119 EXISTING 0 9 EXISTING ri NEW F 1101 1/1 I I I I I I I -M1=11111111=1=1=1=1=1111111 /I1 1= 1 =I I- 1 MI I U 1- I- I- 14 ❑ _ L1 I I I I 1 1 1 I I I I I - 1 1 I I EXISTING FJ6 — I — EXISTING EXIT EXIT EXISTIN F16 EXIT L 1 r - Hit EXISTING 6 EXIT REVIEWED FOR CODE COMPLIANCE APPROVED JUN 0 5 2013 City of Tukwila BUILDING DIVISION I - I - I - I - ILI - I — I - I - I - I - I - I - J I [I 1 1=1=1=1=1=1=1 I- 1- 1- I =IM I Elk 1 - I- 1- 1- 1- 1- i- I- I- I III I- I - rn L J L J I 1 I- 1- 1- 1- 1- I- 1� FTG 1181 EXISTING NO HARDWARE EXISTING I I I Ar 110 I vv MI if I I MI 1 1M 1 1111= elI - I - I 1 1•I—I-I-I�I- I, — ✓ n ▪ J r 2 L J r 1 I I 1 1 1 1 - 1 - 1 11- 1 -I— 1- I r1 - 1 - 1 - I --,1-1-1 1 1 - - 1 - - 1 I r L J Y 1 I ' 1- I- I& I- 1- 1 =i- 1 - 1 - 1 — 1=1=1= I - I 7 11E1=1=11111 r 1 - I I 1 - I I - 1 - 1 - 1 11111111111 - I - 1 - 1 -=1 - 1 - 1 - 1 - I I -1.1-11. 1 I II 1 - 1 - 1 - 1 - 1 =1=1=1 ri- 1717 :11771 zL,_,L,_,JL\ LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION EXIT EXIT ACCESSIBLE ROUTE (MAXIMUM TRAVEL DISTANCE 241'— WHEELCHAIR ACCESSIBLE ENTRANCE / EXIT DOOR TYPE AND HARDWARE sET EXIT EXISTING 111111 im - 1 - - 1=1•11111M1 - 1111101=r1=111 1-1 J -'- 1 - =- I I I I I - I- I- 4— I- II I - J- R L1- I- I- I- 1- I J 1 Limoiminoimri #e,♦ I - - 16 1 IN 1 1 MI 1 NM r,,..,_,_„...,,_,_,,, 11111M1•11 1=1=11111111=11111111111111 1111 EXISTING FTG 118 EXISTING EXIT 6 EXISTING EXIT rti 6 EXISTING FTG 18 EXISTING 1=11E111111 111111 1 PS 1 EXISTING / • 12-0 EXIT 6 EXISTING EXISTING CITY ILA APR 1 7 2013 PERMIT CENTER EXIT / EGRESS PLAN 01 ARCHITECTURAL GROUP NTERNATIONAL 15 WEST SEVEN TH STREET COVINGTON, KENTUCKY 41011 PH 859-261-5400 FAX 859-261-5530 IDESIGNER NOTE CHECKLIST I NOTE # APPLICABLE NOT APPLICABLE NOTE # APPLICABLE NOT APPLICABLE t<z— CO 0 LLJ LLJ CO PROJECT NAME & LOCATION: LLJ 0 LLJ 0 CC 0 0 cl It dr CO .TUKWILA, WASHINGTON 98188 LLJ CD CO CY) 00 CN CO CO 00 CO DISTRIBUTION: DATE: ISSUE FOR PERMIT 4/12/13 ARCH. PROJECT # BBB PROJECT # 130328 REV 1 DRAWN: CHECKED: AJC TS DRAWING TITLE: EGRESS PLAN, DETAILS & NOTES A1 .3 ATTACH PLYWOOD TO HAT CHANNEL WITH #8x1 1/4" LONG DRYWALL SCREW @ 12" O.C. !NIS raw - orl 6 -10_ flIL Ii L1 MITER SLATWALL CORNERS 20 GAUGE ANGLE AT EACH CORNER. FASTEN TO PLYWOOD WITH #8x1 1/4" LONG DRYWALL SCREW @ 6" O.C. EXISTING./ NEW COLUMN 1"x1" SLATWALL TRIM GLUED TO SLATWALL WITH "LIQUID NAILS" PANELING AND MOLDING ADHESIVE. RUN A CONTINUOUS BEAD OF GLUE AT EACH CHANNEL LOCATION AS WELL AS THE PERIMETER OF EACH PANEL. SCREW CORNERS @ TOP, MIDDLE & BOT, W/ #8 PAN HEAD SCREW, SELF—TAPPING (ZINC FINISH). SLATWALL ON 5/8" F.R. PLYWD. ON 7/8"x20 GAUGE FURRING CHANNEL TO 14'-0" A,F.F. ATTACH SLATWALL TO PLYWOOD WITH #8x1 1/4" LONG PAN HEAD SCREW, SELF—TAPPING @ 6" O.C. 1 1/2"x20 GAUGE FURRING CHANNEL AT ELECTRICAL CONDUIT LEGEND: REV. 09/30/10 FINISH NOTES COLUMN DETAIL 03 SCALE: 1 1/2" = 1'-O" Rev. 07/26/07 SEE PLAN CO i•ife,244_I� fejlf,infog,"4!:/:i!eI�i�Q%�i�ill�i�ll�iVir.I!P`L�i�§2f44§11 `/,:�4rin aPi ..I 1"x1" SLATWALL TRIM (10300) IGLUED TO SLATWALL. SCREW CORNERS @ TOP, MIDDLE & BOT. W/ #8 PAN HEAD SCREW, SELF—TAPPING (ZINC FINISH). SLATWALL (10300) ON 5/8" PLYWD. ON 3 5/8" X 20 GA. MET. FRAMINGTO 14'-0" A.F.F. t ftig2iaf.:nV2Min?:%i.':f::% f�i..:fi .:;2, i':?o%::?o.MOf`i':itinfe%4 0 J U- U BLDG. COL. (MAY VARY) MITER SLATWALL CORNERS ELEC. OUTLET REF. ELEC. (MOUNT TO OPPOSITE SIDE OF TRAFFIC FLOW) FLOOR FINISH: NOT USED NOT USED CPT -1) NOT USED CPT -2) NOT USED CPT -3) NOT USED (CPT -4) CARPET TILE (24" x 24") MPR: J+J #JWW8-TJQ25 NOT USED TRANSITION STRIPS: NOT USED n VCT/VSF TO CARPET OR VSF TO MAT -1 NOT USED (T4) NOT USED n NOT USED (T6) VCT TO VSF NOT USED NOT USED NOT USED MAPLE SLATWALL NOT USED VINYL TILE NOT USED NEW VINYL STRIP FLOORING 6167 HONEY ASH, POLYFLOR, EXPONA DESIGN SERIES NEW VINYL STRIP FLOORING 6178 DARK BRUSHED OAK, POLYFLOR, EXPONA DESIGN SERIES VINYL STRIP FLOORING @ 45° ANGLE (SHAW) NOT USED (PL) NOT USED COLUMN DETAIL 02 SCALE: 1 1/2" = 1'-O" MATERIAL SPECIFI CATIONS: VARLITE SLATWALL WITH ALUMINUM INSERT WITH PAINT GRADE VEETS 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 GIND HMIS HAZARD INDEX: HEALTH = 0 FLAMMABILITY = 1 REACTIVITY = 0 4 = SEVERE 3 = SERIOUS 2 = VODERATE 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. Rev. 07/26/07 NOTES: 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. NOTE: ALL EXISTING FLOOR, WALL AND CEILING FINISHES TO REMAIN IN AREAS NOT DESIGNATED TO RECEIVE NEW 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. NOTE: REFER TO 8/A3.2 FOR FLOORING TRANSITION DETAILS. 24'-0" 0 24'-0" 24'-0" ti 24'-0 1/2" 23'-11 1/2" 19'-0" PRE- SALES "A" TRAFFIC FLOW N 0 N VSF-2 BORDERS TO BE REMOVED REVIEWED FOR CODE COMPLIANCE APPROVED JLN Ci T2) NEW of Tukwila ING-DIVISION 4.1 24` 0" 24' - If 24'-0" 24'-O" 24'-0" 24'-0" 24'-0" 24'-0" -00 5.1 NEW FOOD PREP. ROOM NM PRE -SALES "B" 11161 SALES AREA 11021 VSF-52 LP OFFICE 12011 TRAFFIC FLOW TRAFFIC FLOW 53'-2" /01111 mummy 11-2 1/2' ri 0 10-51/2 o (HOLD) 8'-0' 2 - --- ,r, „Algoma/milk, „Iii mil. Ia=C 0a STARTING POINT OF FLOOR FINISH LAYOUT DIMENSIONS FROM CLEAR/FINISHED INSIDE FACE OF WALL. FEB 114 A2. 4'-0" 4'-O" NEW/SIMILAR (3 SIDES - (FRONT TIGHT AS POSSIBLE) PROVIDE & INSTALL - NEW MAPLE SLATWALL WITH BRUSHED ALUMINUM INSERTS 3" O.C. ABOVE AND AROUND DOOR UP TO 12'-0" A.F.F. STARTING POINT OF FLOOR FINISH LAYOUT DIMENSIONS FROM CLEAR/FINISHED INSIDE FACE OF WALL. l'-0 1/2" 23'-11 1/2" RECEIVED V_2" CITY OF TUKWILA APR 1 7 2013 PERMIT CENTER FLOOR FINISH PLAN SCALE: 1/16" 1'-O" 01 hwiu 11111111U ARCHITECTURAL GROUP I NTERNATIONAL 15 WEST SEVENTH STREET COVINGTON, KENTUCKY 41011 PH 859-261-5400 FAX 859-261-5530 IDESIGNER NOTE CHECKLIST NOTE # APPLICABLE NOT APPLICABLE NOTE # APPLICABLE NOT APPLICABLE 0 C= U7 4- 0 0 0 C= 0 mCo' °46 COw m 0 0 >-- J m CO 0 LTJ PROJECT NAME & LOCATION: Cri w U LL O LTJ H- Q O 0 0 co c 00 rn 0 CD z_ 2 co co La Oco r, co N 000 1 1 ZC0 COOCO 0 CO 0 O Co 0 zoo rn DISTRIBUTION: DATE: ISSUE FOR PERMIT 4/12/13 ARCH. PROJECT# BBB PROJECT# 130328 REV1 DRAWN: CHECKED: AJC TS DRAWING TITLE: FLOOR FINISH PLANS, NOTES AND DETAILS A2.O M CEILING HEIGHT I EXISTING i EXTEND FRP 6" ABOVE _ _ ....:.:_ _..._ _ ..._. ,..:......._ .............. _...._...................._ -._ .........__.._.. _.......... __._............ ................---__ _..._ _._ __._.......... __.........................------. � _..._._... _ _.............. ___ _ __ _ ::..._.__ ------ -- ... _....._ di ‘1-1 ELEV.7' 0" AFF . 1 CEILING (TYP. ALL WALLS) _..�_.......,_.... _._._.-.._...---....._....__._w __... _......___.__.......__ ___.__.._.......... __._._ _..__.__._.._._.__ _......._.._... _.....__._.____-___._..._...__. _ _. _ _ GFCI RECEPTACLE - REFER TO10 ELECTRICAL DRAWINGS EXTEND FRP 6" ABOVE CEILING (TYP. ALL WALLS) I ( FRP-1 ) EXTEND FRP 6' ABOVE / E I - - - FRP-1 ) CEILING (TYP. ALL WALLS) FIBERGLASS FIBERGLASS �� REINFORCED GFCI RECEPTACLE REFER FRP-1 4:1 REINFORCED PANELS - PANELS _ ! ' P-1 TO ELECTRICAL DRAWINGS - - , FRP-1 ELECTRICAL PANEL.1'4" D-1 1 FIBERGLASS REINFORCED FIBERGLASS R-1 REFER TO ELECTRICAL5 / / PANELS c REINFORCED 314/21 I-- 1' 0" 2'" 2'-0" '-0" �.� DRAWINGS. /X / X PANELS 8 I ® �— �' PAINT DOOR & FRAME - a o ' SW6105 "DIVINE WHITE" / i / R-1 ' (105) 1- ` L_I . o o �i-Qcc/ I 1'-6" a w C'3 z 14 / / CLASS K FIRE w J, _D3 E. '� / EXTINGUISHER MOUNTED H PROVIDE SILICONE / ON WALL - BY GC SEALANT @ BASE/FRP PROVIDE SILICONE I / O O r SEALANT @ BASE/FRP i F FIN. FLOOR �/ A ir ELEV. 0'-0" AFF ♦ OUTLET. REFER TO ( VB -3) ELEVATION A ELEVATION B (VB -3 ) ( VB -3 ) ELEVATION C ELECTRICAL DRAWINGS. ELEVATION D (VB -3 ) 6" HIGH VINYL BASE 6" HIGH VINYL BASE 6' HIGH VINYL BASE REVIEWED FOR CODE COMPLIANCE APPROVED JUN 0 5 2013 6" HIGH VINYL BASE City ofTukw!I FOOD PREP ROOM ELEVATIONS 04 BUILDING DIVISION SCALE: 1/2" = 1'-0" AC 7'-73/8' CLEAR INSIDE C EXIST WD. PURLIN O r CD CABLE CLAMP / 3"x3"4" FASTENED WD. BOLT - 3/32" STL. ANGLE TO PURLINS WITH 4' LAG/ MIN. 3 2" EMBED. AIRCRAFT CABLE — a 4 a o o/ / BY NEW MOISTURE RESISTANT GYP. BOARD ON FOOD PREP ° a a TRASH CAN BED BATH & BEYOND / NEW CEILING GRID AND VINYL FACE TILE ASry\ LISTED IN ACT -1 IN SIDE OF NEW WALL. / r : _ . ` a °� / T-0 FASTENED AT 45 DEG. ANGLE T.O. FRAMING/CANOPY FINISH SCHEDULE AT . ° , ° 7-0 A.F.F. ,' 4 KVCT-1 / ~ .I1 B DI AG.1 2 NEW NEV (111 SQ.FT.) TWO (2) SHELVES. ( ; l,1 !•' f j 11 il Ii2. i�l\ 1{ r/� { t - 71 ; ;:'; i t 1 ,;: l t� i\ `i ' ELEV. 12'-0" AFF Ph e(p4„4 I '')'&61.4 - y. 4 B.O. C ' ' p p 'e a K ACT -1 ) REFER TO PLUMBING . ° NEW 7'-0" A.F.F. DRAWINGS FOR GREASE a ° / NEW FLOOR DRAIN. REFER TO p PLUMBING DRAWINGS FOR in TRAP LOCATION AND DETAILS. ° a / ADDITIONAL INFORMATION. z NOTE: 1" TUBULAR . 9-0" AFF ALUMINUM FRAMED i II 541.01°/ P-1 / c WATER HEATER. 600 LB. MAXIMUM / 2'-2"/ =_ = F.R. WOOD BLOCKING 1x4 MINIMUM MINIMUM 3 5/8METAL STUD FRAMING (20 GA MIN) @ 16" O.C. MAX. WITH (1) LAYER GYP. BD. BOTH SIDES WALL MOUNT WATER HEATER PLATFORM (GRAINGER ITEM # 13G665) OR APPROVED EQUAL0 U PLEASE REFERENCE STRUCTURAL FABRIC CANOPY - HANG FROM CALCULATIONS PREPARED BY THORSON STRUCTURE ABOVE WITH X BAKER & ASSOCIATES, INC. & AIRCRAFT CABLE AS REQUIRED. PAINT U UT -TO MATCH EXIST. ROOF DECK & STRUCTURE CANOPY BY BBB, INSTALLED BY GC 1ST FLOOR CLASS K FIRE EXTINGUISHER V a ° �a • / / `r INFILL TRENCHING FOR PLUMBING FIXTURES WITH MIN. 4" POURED CONCRETE OVER MIN. 4" NOTE: REFER TO SHEET A1.1 FOR SEISMIC ACT INSTALLATION. a_ __ _.. __ __ _.. _ ,_ _.. __ _ _.. _10° / COMPACTED GRANULAR FILL - WALL MOUNTED- BY GC E / / EDGES OF CONCRETE SHALL BE FLUSH WITH ADJACENT EXISTING CONCRETE FLOOR �E i 1 r D_1 ; I / 41 NEW 2x4 LIGHT FIXTURES. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. I ELEV. 0'-0" AFF U z FLOOR A I 4'-0" CLEAR FLOOR AR I � / , NEW HOLLOW METAL DOOR M o I / AND FRAME PAINT CORRIDOR , SIDE DOOR & FRAME TO `O MATCH EXISTING COLOR, 4'-0" CLEAR R-1 i / / NOTE: SEE EQUIPMENT SCHEDULE PAINT INTERIOR DOOR & FRAME SHERWIN WILLIAMS iI I / SHEET A3.2 FOR ADDITIONAL INFORMATION. 45° MIN. 26"x26" SQUARE TO HOLD MAXIMUM 600 LBS : § CABLE \- 3"x3"" STL. ANGLE CLAMP. FASTENED TO WD. PURLINS WITH 4' LAG BOLT MIN. 3 2' EMBED. 3/32" AIRCRAFT CABLE FASTENED AT 45 DEG. ANGLE SW6105 DIVINE WHITE I / r / I/ ��������� II 'I ` '///://///1// / \ NOTE: -JI l .. ............. ............_ .............. ....._ 11_ _ PLATFORM HEIGHT SEE SHEET A1.1 FOR 12" MIN. CLEAR PARTITION WALL TYPES AND DETAILS. 7'-6" MAX. A.F.F. F.R. WOOD BLOCKING c - C�05� T6� NOTE: INSTALL PLATFORM PER MANUFACTURER'S INSTRUCTIONS NOTE: SEE PLUMBING DRAWINGS FOR WATER HEATER SPECIFICATIONS." 1x4 MINIMUM NEW EMI 06 at �� �•A1.1 R . itt FEB it41 RECEIVED CITY OF TUKWILA MAY 3 1 2013 PERMIT CENTER WALL MOUNT WATER HEATER 05 CANOPY DETAIL - FOOD DEPT. 03 CEILING PLAN - FOOD PREP. ROOM 02 EQUIPMENT PLAN - FOOD PREP. ROOM 01 SCALE: 1 1/2" = 1'-0" SCALE: 1/2" = 1'-0" SCALE: 1/8" = 1-0" SCALE: 1/2" = 1'-0.. AVM II 1111•11 ARCHITECTURAL GROUP I NTERNATIONAL 15 WEST SEVENTH STREET COVINGTON, KENTUCKY 41011 PH 859-261-5400 FAX 859-261-5530 DESIGNERCHECKLIST N NOTE I I NOTE # APPLICABLE NOT APPLICABLE NOTE # APPLICABLE NOT APPLICABLE - J PROJECT NAME & LOCATION: (36 zLI) p >-9 W 0 CO O i• W Q Q CO O W rW O paU TUKWILA, WASHINGTON 98188 w L 0u QmWc} - zO :coo!: J5 a0 o0NO▪ 030(00I DISTRIBUTION: DATE: ISSUE FOR PERMIT 4/12/13 REVISION 1 5/23/13 ARCH. PROJECT # BBB PROJECT# 130328 REV 1 DRAWN: CHECKED: AJC TS DRAWING TITLE: FLOOR FINISH PLANS, NOTES AND DETAILS A2.1 6 2 0 re 5 Z O 0 a 0 re0 0 N Z W 8 H▪ W g� o dad o o co O Z� O � �0 O F O • I- 0 I ZV ET W r > O JZ NO Ce 01 U I0 N Amilm ■■ ARCHITECTURAL GROUP NTERNATIONAL 15 WEST SEVENTH STREET COVINGTON, KENTUCKY 41011 PH 859-261-5400 FAX859-261-5530 DESIGNER NOTE CHECKLIST I w 0 APPLICABLE NOT I APPLICABLE NOTE # APPLICABLE NOT APPLICABLE EQUIPMENT MANUFACTURER MODEL NUMBER SUPPLIED BY/ INSTALLED BY DESCRIPTION MARK ITEM DESCRIPTION MANUFACTURER/ PRODUCT SEC HON FINISH HARDWARE SCHEDULE PROVIDE ARDEX MRP / EXTEND ARDEXSD-TA REF. (ACT -I) ACOUSTICAL CEILING TILE ARMSTRONG-15116"PRELUDE CLEAN ROOM (09510) (FOR MORE INFO SEE 08710) FINISH TAPERED DOWN AND SANDED SMOOTH MIN. 9" INTO VSF AREAS' S-1 (3) COMPARTMENT SINK EAGLE GROUP 314-16-3-18 G.C./ G.C."CLEAN „ 90 x27.5x16" TRIPLE COMPARTMENT 14 GAUGE TYPE 304 STAINLESS STEEL SINK w/ RIGH- AND LEFT DRAIN BOARDS. GRID SYSTEM -WHITE W/ 2'x4' VINYL CEILING TILES ROOM VL" SMOOTH SURFACE TILES HDWR SET# QTY.MODEL # DESCRIPTION FROM SD -T INTO VSF AREA OVER AMIN.12"DISTANCE. VSF T731 3/8" MIN. THICK MIXING FAUCET CHICAGO 445-L12 G.C. / G.C. DUAL MIXING FAUCET w/12"SWING SPOUT -(2)FAUCETS REQUIRED ® "NOT USED" BASKET STRAINERS ELKAY LK -35 G.C. / G.C. STAINLESS STEEL BASKET STRAINERS w/ FLEX STEM STOPPER ARDEX SD -T ® "NOT USED" S-2 HAND SINK EAGLE GROUP HSA-10-FTWS G.C. / G.C. STAINLESS STEEL HAND WASH SINK, TYPE 304 (OR EQUAL) 1 O. HARDWARE SET NO. 10: HM INTERIOR DOOR ( CG -1 ) WALL CORNER GUARD McCUE; MODEL: # BED -20, COLOR COOL GREY::.,: (10300) DRAIN FITTING ELKAY. LKB8 G.C. / G.C. TYPE 304 STAINLESS STEEL BODY AND GRID STRAINER 1-1/2" OUTER DIA. ,. Thiciiiliewasosmirmas 3 H2 FULL MORTISE HINGES FLOORINGTRANSIIION UNE ® "NOT USED" L$ LOCKS ET PROVIDE %4' DEEP SAWCUT AT END OF PER A23 D-1 SOAP DISPENSER SWISHER- G ETS W GY GOJO: FMX -12 5150-06 G.C. / G.C. WALL SURFACE MOUNTED LIQUID SOAP DISPENSER CPT -1 ( ) "NOT USED"1 1 col BRASS CONSTRUCTION CORE ARDEX MRP WHERE CC -1 MEETS CC -2 ARDEX S-21 OR MRP ARDEX SD -T P-1 PAPER TOWEL DISP.VISTA: SWISHER- GEORGIA PACIFIC 54050 G.C. / G.C. WALL SURFACE MOUNTED CPT -2 "NOT USED" FLOOR LEVELING DETAIL SCALE R-1 REFRIGERATOR/ FREEZER TRUE MODEL T-23DT REACH -IN G.C. / G.C. COMMERCIAL REACH -IN REFRIGERATOR -FREEZER; REF, -11 CU. FT. FRZ.-8 CU. FT. ; 73.38" H x 27" W x 29,5" D; 115 VOLT; 15 AMP CIRCUIT REQ'D CPT -3 ( % "NOT USED" SOURCE: VER. 2010. A 1"= 1" O� SHELF KIT ARTIC AIR 216423800 G.C. / G.C. LARGE SHELF KIT w/ MOUNTING CLIPS , EXIST. SLAB, SLAB REPLACE AS NECESSARYEXIST. SLAB ( CPT -4) CARPET TILE(09680) J & J INDUSTRIES#JWW8-TJQ25 (UNIDIRECTIONAL, "ASHLAR STAIRSTEP' WC -1 WORK COUNTER GRAINGER 2KRE8 G.C. / G.C. STAINLESS STEEL WORK TABLE WITH UNDERSHELF; TOP IS 16 ga. STEEL, TYPE 304; SHEI IS 16 ga. STEEL; LEGS 1518" TUBULAR GALVANIZED STEEL ( CPT -5) "NOT USED" SH -1 SHELF GRAINGER 2HFX9-TRU-2HGC8 G.C. / G.C. (2)18 ga. STAINLESS STEEL SHELF (TYPE 304); 12" DEEP x 72" LONG MOUNT OVER WORK COUNTER ® "NOT USED" SH -2 SHELF METRO SHELVING 1472NK3 / 1 WD14K3 G.C. / G.C. SUPER ERECTA WIRE SHELVING; METROSEAL 3; 14" DEEP x 72" WIDE WITH MATCHING DIRECT WALL MOUNT SYSTEM ® "NOT USED" WS -1 WORK STORAGE SHELVING METRO SHELVING A2460NS G.C. / G.C. SUPER ADJUSTABLE 2 SUPER ERECTA WIRE SHELVING; STAINLESS STEEL; 24" DEEP x 60' WIDE; (4) ADJUSTABLE SHELVES CM -1 COFFEE MACHINE BUNN CWTF-APS G.C. / G.C. AIRPOT COFFEE BREWER WITH DIRECT WATER LINE- SEE PLUMBING AND ELECTRICAL DRAWINGS OM "NOT USED" EQUIPMENT SCHEDULE- FOOD PREP ROOM SCALE (c-,-_4) "NOT USED" SOURCE: VER. 1.2010 N.T.S. 09 MI "NOT USED" BURKE MERCER BURKE MERCER • # 710 REDUCER # 643 FEATURE ( CT -6 ) "NOT USED" ® "NOT USED" ( FMB ) "NOT USED" ( FRP-1 ) FRP WALL PANEL MARLITE # P-100, WHITE (10300) STRIP VCT/VSF CARPET OR 158 BUTT JOINT ( MAT -1) "NOT USED" TO REMAIN # 4 BARS 24" O.C: TO REMAIN (MAT -2 ) ° ":::::: " / 4• @ (STAGGER SIDES) ,, _`� / / I: ` (P. LAM -1) "NOT USED.. 15/8 ! 3�4 / ' 'I / .. / / a• e • (P. LAM -2) „NOT USED„ CAE TO VCT/VSF VCT TO VSF (\ I �= ;-i; �I 0� • • o ;e �-% . e r _ - P. LAMS "NOT USED" @RtT/MAT FULL SCALE OFULL SCALE \ DOOR LOUVER 20"x20" �e �:I.�e�s.�So���i�,I BACKFILL SOIL 40 II r . �4. WHERE NECESSARY \ TITUS MODEL T700L. PAINTm a®n. �.e (P. LAM -4) "NOT USED" \ TO MATCH DOOR COLOR 4" MIN. COMPACTED FLOOR TRANSITION STRIPS SCALE 08 \ (AT FOOD PREP ONLY) STONE BASE COURSE ( PTD -1 "NOT USED" F **INFILL SLAB - 4' THICK CONCRETE fc = 3,500 - ( - 6"x6"-W1.4xW1.4 W.W.F. DRILL & EPDXY # 4 DOWELS @ 24" O.C. (STAGER psi); REINFORCE w/ P )� SIDES) SOURCE: VER. 1.2010 1 = 1 ACTORY FABRICATED 18 GA. STEEL VENTILATED CURB EXHAUST FAN MOTOR HOUSING J11111( (PTD -2 ) "NOT USED: ( PTD -3 ) PAINT SHERWIN WILLIAMS SW 6105, DIVINE WHITE (09900) DOOR TYPES SCALE SLAB REPAIR/INFILL SCALE (PTD -4) "NOT USED" SOURCE: VER. 1. 2010 1/4" = 1'-0" 05 DETAIL 1 1/2" = 1'-0" 03 ( PTD -5) "NOT USED.. ROOM WALL FINISHES (PTD -6) "NOT USED" RM # ROOM NAME FLOOR MATERIAL REF. A2.3 BASE CEILING MATERIAL /PAINT COLOR CLG. HT. NORTH SOUTH EAST WEST REMARKS PTD -7 ) "NOT USED" . ( PTD -8) "NOT USED" 105 FOOD PREP VCT -1 VB -3 ACT -1 7'-0" FRP-1 FRP-1 FRP-1 FRP-1 SEE NOTE #4 (PTD9) "NOT USED" GENERAL FINISH NOTES: .. E,., 1. ALL FLOOR, CEILING AND WALL SURFACES TO BE A CLEAN, WASHABLE SURFACE & ACCEPTED BY LOCAL HEALTH DEPARTMENT., AND/OR AND/OR OTHER AUTHORITIES. 2. LIGHT LEVELS TO BE A MINIMUM OF 50 FC.FEB 3. HOT WATER TO BE 120° F OR AS REQUIRED BY THE LOCAL HEALTH DEPARTMENT AND/OR OTHER AUTHORITIES. 4. ELECTRICAL OUTLETS AT THE WORK COUNTER ARE TO BE 45" A.F.F. WITH 120v GFCI CIRCUITS. 5. REFER TO SHEET A2.0 FOR SCOPE OF FINISH MATERIALS AT EXISTING AREAS. REVIEWED FOR CODE COMPLIANCE APPROVED JUN 0 5 2013 I 2P- ° City of Tukwila 1 �. BUILDING DIVISION 1' 6 2011i 1 (PTD -10) "NOT USED" ( SLW-1) SLATWALL -WHITE , MARLITE (10300) ® SLATWALL - MAPLE MARLITE (10300) ® "NOT USED" ( SLW-4) "NOT USED" ® "NOT USED" T1 "NOT USED" T2 TRANSITION STRIP BURKE MERCER # 710 COLOR:701 (BLACK) (09650)Y2 T3 "NOT USED" T4 "NOT USED" T5 "NOT USED" FINISH SCHEDULE SCALE T6 TRANSITION STRIP BURKE-MERCER # 643 COLOR:701 (BLACK) (09650) SOURCE: VER, 1. 2010 N.T.S. O^ L DOOR FRAME T7 "NOT USED" DR. # LOCATION TYPE MATERIAL WIDTH HEIGHT THK. FINISH FROM RM./ TO RM. (REF. FINISH KEY BELOW) MATERIAL HEAD FINISH FROM RM./ TO RM. (REF. FINISH KEY BELOW) HDWE SET FIRE LABEL SECTION REF REMARKS ( VB -1 ) "NOT USED" (VB -2 "NOT USED" 105 FOOD PREP F H.M. 3'-0" 7'-0" 1-3/4" PTD-3/PTD-3 H.M. 2" PTD-3/PTD-3 10 - 08100 EXISTING HARDWARE DOOR WITH NEW AS REQUIRED VB -3 ) VINYL BASE BURKE MERCER COLOR 701, BLACK (09650) z ROOF MEMBRANE �•w � '1�® IIlk=dII vow LASH AND COUNTERFLASH ROOF CURB '00F MEMBRANE OVER ® VINYL COMPOSITION TILE ARMSTRONG IMPERIAL TEXTURE COLOR: FIELD GREY 51927 (09650) ROOF INSULATIO �� BONDING ADHESIVE ON l CURB, EXTEND OVER TOP ® "NOT USED" EXISTING ROOF ���.z�������,/1/4.----. ��1lf�J-1 .. .�����������������iiir�� OF CURB. 17 G_ ® VINYL STRIP FLOORING STYLE AFC9317 "AMERICAN OAK" (09650) STRUCTURE I— _, _—•t1W GENERAL DOOR NOTES: JL _IL •EFER TO MECHANICAL DRAWINGS FOR DAMPER, EXHAUST DUCT SIZE AND ROUTING. ® "NOT USED" ® VINYL STRIP FLOORING POLYFLOR-"EXPONA DESIGN" # 6167 HONEY ASH (09650) 1. NOT USED 2. WELDED FRAME BY DR. MFR,; CUSTOM SIZE COORD. W/& INSTALL AFTER STORE FIXTURES. (TO RM.) 3. NOT USED ® VINYL STRIP FLOORING POLYFLOR-"EXPONA DESIGN" # 6178 DARK BRUSHED OAK (09650 ) NOTES; 1. SECURE CURB TO STRUCTURAL ROOF MEMBERS WITH MINIMUM (4) LUG SCREWS, ANCHOR BOLTS OR OTHER SUITABLE FASTENERS PER CURB FLANGE. CURB FLANGES TO BE CAULKED TO ROOF. 2. SLOPE BOTTOM OF CURB TO MATCH ROOF SLOPE. TOP OF CURB TO BE LEVEL. 3. FLASH AND SEAL ALL JOINTS TO MAINTAIN WEATHERTIGHT CONNECTION. 4. DOOR HARDWARE: HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERATING DEVICES ON (FROM RM.) 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, DOOR FINISH KEY PLAN ' RECEIVED CITY OF TUKWILA ®"NOT USED" 5. INDICATE KEYED SIDE WHEN ORDERING. KEYED SIDE TO FACE THE SALES FLOOR. 6. IF A H.M. DOOR FALLS WITHIN THE MERCHANDISING FIXTURES, THEN PAINT DOOR AND FRAME TO MATCH FIXTURE COLOR. APR 1 7 2013 PERMIT CENTER GED "NOT USED" ( WB -1 ) "NOT USED" ( WB -2) "NOT USED" INTERIOR FINISHES LEGEND SCALE DOOR/FRAME SCHEDULE SCALE 01 ROOF CURB DETAIL - FOOD PREP ROOM SCALE �� eni IDC' . vco 011111 Is. -r c 06ens nor c. x IC D nnin ni -r o Amilm ■■ ARCHITECTURAL GROUP NTERNATIONAL 15 WEST SEVENTH STREET COVINGTON, KENTUCKY 41011 PH 859-261-5400 FAX859-261-5530 DESIGNER NOTE CHECKLIST I w 0 APPLICABLE NOT I APPLICABLE NOTE # APPLICABLE NOT APPLICABLE CO w CO PROJECT NAME & LOCATION: DISTRIBUTION: DATE: ISSUE FOR PERMIT 4/12/13 ARCH. PROJECT# BBB PROJECT# 130328 REV 1 DRAWN: CHECKED: AJC TS DRAWING TITLE: DOOR, FINISH AND EQUIPMENT SCHEDULES AND DETAILS A3.2 a DESCRIPTION U) VENDOR U) CLEANING CD CD U.S. MAINTENANCE P.O. BOX 2468 SOUTHEASTERN, PA 19399 800-355-4000 [ph] contact : DENNIS MICKENS x2889 email : mickensd@usmservices.com contact : BARBARA CHANDLER x2692 email : chandlerb@usmservices.com PARKING LOT CART CORRAL cn SIDEWALK CART CORRAL C) N O MC CUE CORP. 35 CONGRESS STREET SALEM, MA 01970 800-800-8503 [ph] contact : AMY RICE email : arice@mccuecorp.com MOISTURE / VAPOR BARRIER CD CD N) CD STEGO INDUSTRIES 216 AVENIDA FABRICANTE SAN CLEMENTE, CA 92672 949-493-5460 [ph] contact : BRET HOUCK email: Brethouck@stegoindustries.corn FLOOR LEVELING PRODUCTS ARDEX ENGINEERED CEMENTS, INC. 400 ARDEX PARK DRIVE ALIQUIPPA, PA 15001 724-203-5060 [ph] contact : BEN MACK email : bmack@ardex.com MOISTURE TESTING CD CD INDEPENDENT FLOOR TESTING INSPECTION (IFTI) 2300 CLAYTON RD, STE. 615 CONCORD, CA 94520 800-490-3657 contact : LEE ELISEIAN x202 email ifti@floortest,com CD C) CD MOISTURE BARRIER (0-12 LBS. / 1000 S.F. —or— PH ABOVE 9) GERBERT LIMITED 119 SOUTH TREE DRIVE LANCASTER, PA 17603 800-828-9461 contact : SIMON ZIMMERMAN x407 email : srz@gerbertltd.com CD N CD DRAINAGE EIFS WITH FLUID APPLIED MEMBRANE STO STRATEGIC ACCOUNTS 3800 CAMPCREEK PARKWAY BLDG. 1400, SUITE 120 ATLANTA, GA 30331 888-786-3437 [ph] contact : TIM SALERNO email : tsalerno@stocorp.com ROOFING CD LC) CD JOHNS MANVILLE 6 OWL ROAD HOWEL, NJ 07731 732-905-6994 [ph] contact : CHARLIE WILLIAMS email : charlie.williams@jm.com S M METAL DOORS & FRAMES CD CD 00 CD GIRTMAN & ASSOCIATES, INC. 7115 COCKRILL BEND BLVD. NASHVILLE, TN 37209 615-350-6000 [ph] contact : AMY BAKER x129 email : abaker@girtman,com CD CD hr) C:0 CD DOUBLE ACTING TRAFFIC IMPACT DOORS CHASE—INDUSTRIES 1555 RTE, 37W UNIT 9 TOMS RIVER, NJ 08755 732-244-2884 [ph] 800-543-4455 [ph] contact : CHARLIE CHAPTER email : chipsdoors@aol.com SECTIONAL OVERHEAD DOOR CD CD 00 CD SYSTEMS INC. (McGUIRE) W194 N11481 McCORMICK, DR. GERMANTOWN, WI 53022 262-623-2070 contact : RANDY EVELAND email : randyeveland@wbmcguire.com CD 00 CD AUTOMATIC SLIDING ENTRANCE DOORS STANLEY ACCESS TECHNOLOGIES 65 SCOTT SWAMP ROAD FARMINGTON, CT 06032 860-679-6435 [ph] contact : BRENDAN FEENEY email :bfeeney2@stanleyworks.com STOREFRONT VENDOR / INSTALLER O CO CD SCHAAL GLASS 2303 WEST 12TH STREET ERIE, PA 16505 814-454-1745 x248 contact : DAVE SNYDER email :dsnyder@schaalglass.com FINISH HARDWARE _o co CD GIRTMAN & ASSOCIATES, INC. 7115 COCKRILL BEND BLVD. NASHVILLE, TN 37209 615-350-6000 [ph] contact : AMY BAKER x129 email: abaker@girtman.com MANUAL SHADES CD CD co oo C� CD CD 00 00 CD SUN CONTROL WINDOW TINT AND/OR INTERIOR WINDOW TINT FILM AND/OR HURRICANE FILM SUN PROJECT TORO, INC. 205 ADESSO DRIVE CONCORD, ONTARIO L4K3C4 CANADA 905-660-3117 [ph] contact : TINA BEDNARZ x212 email : tbednarz@sunproject.com BEKAERT SPECIALTY FILMS, LLC 8575—A SOMERSET DRIVE LARGO, FL 33773 727-437-1035 [ph] contact : MICHELLE MCLEESE email : michelle,mcleese@bekaert.com BBB NATIONAL AC LU O. DESCRIPTION TILE (PORCELAIN, CERAMIC, o SETTING MATERIALS, GROUT & SEALER) CD CD LC) 0) CD CD CD CD () CD O C) CD CD cc Cfl C7-) CD O 00 C0 C7) CD CD C:D Cfl CD ACOUSTICAL TILE CEILING AND SUSPENDED GRID SYSTEM VINYL STRIP FLOORING VINYL BASE; FLOOR TRANSITION STRIPS VINYL COMPOSITE TILE (VCT -2) CARPET (OFFICES) CARPET (DBR & FIG) — [Contractor to hire Lees Carpet Certified Installer] CARPET (HBG) VENDOR PRO TILE DISTRIBUTORS 230 EAST 7TH STREET MT. VERNON, NY 10550 914-665-0654 contact : PETER MILD x304 email : pmilo@protile.org ARMSTRONG WORLD INDUSTRIES, INC. 2500 COLUMBIA AVE. LANCASTER, PA 17604 800-442-4212 [ph] contact : SHERRY BRUNT email : armstrongcfa@armstrong.com SHAW INDUSTRIES, INC. 616 DUVALL ROAD CHATSWORTH, GA 30705 706-422-4394 [ph] contact: NATHAN CORAM email: Nathan.Coram@shawinc.com BURKE MERCER FLOORING 37235 STATE ROAD 19 UMATILLA, FL 32784 800-447-8442 [ph] contact : JULIE TACKETT x1014 email: jtackett@burkeind.com MICHAEL HALEBIAN & CO., INC. 557 WASHINGTON AVENUE CARLSTADT, NJ 07072 201-935-3535 [ph] contact : CUSTOMER SERVICE J & J INDUSTRIES 818 J&J DRIVE DALTON, GA 30721 800-241-4586 [ph] contact LINDA CORN x8603 email : linda.corn@jj—invision.com LEES CARPET (MOHAWK) 706 GREEN VALLEY ROAD, STE. 300 GREENSBORO, NC 27408 800-523-5647 [ph] contact : ASHLEY GILLESPIE x36673 email : ashley.gillespie@mohawkind.com MOHAWK CARPET TILE (LEES) 443 NATHANIEL DRIVE DUBLIN, GA 31027 800-523-5647 [ph] contact ASHLEY GILLESPIE x36673 email : ashley.gillespie@mohawkind.com CD N CY CD CD 00 C5) CD CD 0 0) C-) CD CD O CD CD CD Pr) CD VINYL WALLCOVERING CONCRETE TREATMENT "CC -1, CC -2" (+ JOINT FILLER PER SECTION 03300) PAINTING COMPACTOR, CHUTE & BALER DOCK BUMPERS, DOCK HOOD, DOCK LEVELER, DOCK LIGHT, DOCK SEAL, (SCISSOR LIFT) EMPLOYEE STORAGE LOCKERS FLOOR MAT / PREFERENCE MAT / O BUBBLE MAT / POWERLINKS CD CD 0 O CD E.A.S. AND CCTV WOLF—GORDON 33-00 47th AVENUE LONG ISLAND CITY, NY 11101 800-347-0550 [ph] contact : LARRY SHAGAWAT email : larryshag@Wolf—gordon.com QUESTMARK 2100 CONNER ROAD, STE, 260 HEBRON, KY 41048 859-692-2574 [ph] contact : JOHN KASIK email : john.kasik@centimark.com BENJAMIN MOORE 101 PARAGON DRIVE MONTVALE, NJ 07645 201-802-6343 [ph] contact: CONNIE GREEN email: conn ie.green@benjaminmoore,corn MARATHON EQUIPMENT CO. 950 COUNTY ROUTE 9 SOUTH VERNON, AL 35592 800-633-8974 [ph] contact : SHAWNNA ROMANS x1234 shawnna.romans@m arathonequipment.corr SYSTEMS INC. (McGUIRE) W194 N11481 McCORMICK, DR, GERMANTOWN, WI 53022 262-623-2070 contact : RANDY EVELAND email : randyeveland@wbmcguire.com HALLOWELL STORAGE LOCKERS 2823 WEST ORANGE AVENUE APOPKA, FL 32703 407-464-3611 [ph] 866-566-0500 [ph] contact : LEIGH MITCHELL x16 email : Ipm@listlndustries.com MATWORKS 11900 OLD BALTIMORE PIKE BELTSVILLE, MD 20705 301-837-1288 [ph] x288 contact : CHUCK MARQUETTE email : cmarquette@thematworks.com SENSORMATIC 13731 SPYGLASS HILL CIRCLE CHESTERFIELD, VA 23832 804-739-8144 [ph] contact : DOUG THOMAS email : douglasthomas@adt.com C OUNT VENDO RS W U) DESCRIPTION VENDOR z U) SLATWALL AND SLATWALL TRIM CD CD rr) CD C MARLITE 202 HARGER STREET DOVER, OH 44622 330-343-6621 [ph] x234 800-377-1221 [ph] x234 contact : SHANE McNUTT email : smcnutt@marlite.com CD CD O C CD CD Pr) CD C WALL BUMPERS & CORNERGUARDS, FLOOR MTD BUMPERS & CORNER GUARDS REGISTER BAYS / CUSTOMER SERVICE & REMOTE SERVICE DESK (STORES IN: AL, CT, DE, FL, GA, IN, KY, MA, MD, ME, MI, NC, NH, NJ, NY, OH, PA, RI, SC, TN, VA, VT, WI, WV) (ON, QC, NL, NB, PE, NS) MC CUE CORP. 35 CONGRESS STREET SALEM, MA 01970 800-800-8503 [ph] contact : AMY RICE email : arice@mccuecorp.com IGS P.O. BOX 3767 58 PULASKI STREET PEABODY, MA 01961 978-532-0010 [ph] contact : TRICIA MOORE x230 email : tmoore@igsfixtures.com CD O hrD CD C REGISTER BAYS / CUSTOMER SERVICE & REMOTE SERVICE DESK (STORES IN: AK, AR, AZ, CA, CO, HI, IA, ID, IL, KS, LA, MN, MO, MS, MT, ND, NE, NM, NV, OK, OR, SD, TX, UT, WA, WY) (BC, AB, SK, MB, YT, NT, NU) HAMILTON FIXTURE 5005 E. PHILADELPHIA STEET ONTARIO, CA 91761 909-937-3126 [ph] contact : WILLIAM LYCETT email: williamlycett@hamiltonfixture.corn CD CD. h CD C BRIDAL INTERIOR, EXTERIOR & RAIL FIXTURES (STORES IN: AL, CT, DE, FL, GA, IN, KY, MA, MD, ME, MI, NC, NH, NJ, NY, OH, PA, RI, SC, TN, VA, VT, WI, WV) (ON, QC, NL, NB, PE, NS) BRIDAL INTERIOR, EXTERIOR & RAIL FIXTURES (STORES IN: AK, AR, AZ, CA, CO, HI, IA, ID, IL, KS, LA, MN, MO, MS, MT, ND, NE, NM, NV, OK, OR, SD, TX, UT, WA, WY) (BC, AB, SK, MB, YT, NT, NU) IGS P.O. BOX 3767 58 PULASKI STREET PEABODY, MA D1961 978-532-0010 [ph] contact : TRICIA MOORE x230 email : tmoore@igsfixtures.com COLONY 2500 GALVIN ELGIN, IL 60124 800-735-1300 [ph] contact : AMY DRAFALL email : adrafall@colonydisplay.com CD CD IO CD CD CD hO CD TOILET ROOM & OTHER ROOM ACCESSORIES/ TOILET PARTITIONS & TIME MIST DISPENSER TEMPORARY BANNER SIGN (BUILDING & SITE) HD SUPPLY, INC. 4580 CAVALIER DRIVE MACON, GA 31220 866-417-2193 [ph] contact : BED BATH & BEYOND COORDINATOR email : hdsbbbcord@hdsupply.com CORPORATE INDENTIFICATION SOLUTIONS 5308 N. NORTHWEST HIGHWAY CHICAGO, IL 60630 773-763-9600 [ph] contact : SARAH DEHEBREARD sdehebreard@corporateidsolutions.corn 0 0 hO CD C DELUXE BRIDAL REGISTRY SIGNAGE SCREEN SOLUTIONS 1035 CEDARHURS STREET NORTH WOODMERE, NY 11581 516-791-8712 [ph] contact : ANDY HARWIN email :aharwin@screensolutionsinc.com CD CD O CD CD CD L) CD N Ln LC) N C BUILDING EXTERIOR SIGNAGE & PYLON SIGNAGE BUILDING EXTERIOR SIGNAGE & PYLON SIGNAGE PASSENGER LIFT (PLATFORM LIFT — IF APPLICABLE) PASSENGER ELEVATOR/ FREIGHT ELEVATOR PASSENGER & SHOPPING CART ESCALATOR CD re) C CUMMINGS SIGNS 4255 NAPIER FIELD ROAD DOTHAN, AL 36303 800-846-2255 [ph] contact : PENNY STEWART x1139 email: penny.stewart@cummingssigns.com:.: FEDERAL HEATH SIGN COMPANY 12704 DUPONT CIRCLE TAMPA, FL 33626 800-284-3284 [oh] contact : MARK SCHAEFER x101 email : mschaefer@federalhealth.com LIFT—AVATOR 5299 ENTERPRISE DRIVE LOCKPORT, NY 14094 716-434-1300 [ph] 800-660-2629 [ph] contact ROGER GREAR JR. email : rgrear@lifiavator.com SCHINDLER ELEVATOR CORP. 20 WHIPPANY ROAD MORRISTOWN, NJ 07960 973-397-6576 [ph] contact : LINDA LEWIS email: Iinda,leWis@us.schindler.com SCHINDLER ELEVATOR CORP. 20 WHIPPANY ROAD MORRISTOWN, NJ 07960 973-397-6576 [ph] contact : LINDA LEWIS email: Iinda,leWis@us.schindler.com C A S FIRE SPRINKLERS TYCO FIRE SUPPRESSION & BUILDING PRODUCTS 745 EAGLE DRIVE COPPELL, TX 75019 214-850-6431 [ph] contact : GREG GORDON email: greg.gordon@tycofp.com FP W U, DESCRIPTION VENDOR CD CD rO C CD CD C SPRINKLER — CORROSION MONITORING EQUIPMENT & QUALITY CONTROL PLUMBING FIXTURES fpsCMl 2043 WOODLAND PARKWAY ST. LOUIS, MO 63146 877-432-8040 [ph] contact : Ed Schultz email: eschultz@fpscmi.com HD SUPPLY, INC. 4580 CAVALIER DRIVE MACON, GA 31220 866-417-2193 [ph] contact : BED BATH & BEYOND COORDINATOR email : hdsbbbcord@hdsupply.com FP A HVAC ,ROOFTOP UNITS O CD LO LI) LENNOX INDUSTRIES 2140 LAKE PARK BLVD. RICHARDSON, TX 75080 972-497-6260 [ph] contact : TINA HANEY email : tina.haney@Lennoxind.com P: C A M P E CD CD LO LC) CD CD LC) CD CD LCD LiDC CD CD LC) LI) C CD CD (.0 CD CD CD CD (.0 CD CD CD LCD GAS UNIT HEATI----- —. 1---7•--- REVIEWED F0 140 CODE COMPLIANT APPROVED 972— cant JUN 0 5 2013 emai AIR CURTAINS City of Tukw0WE BUILDING DIVISLOR OX INDUSTRIES LAKE PARK BLVD. RDSON, TX 75080 497-6260 [ph] ct : TINA HANEY : tina.haney@Lennoxind.com FILTER REPLACEMENT AND PREVENTATIVE MAINTENANCE RED AIRE INC. �ORTENSEN ROAD VILLE, PA 16125 724-588-3305 [ph] 800-321-2473 [ph] contact : KEN LAPINSKI email : kenl@poweredaire.com USM—TECH P.O. BOX 2468 SOUTHEASTERN, PA 19399 800/355-4000 [ph] contact : TODD BINGNEAR x2988 email : bingneart@usmservices.com TEST AND AIR BALANCE SERVICE MELINK CORPORATION 5140 RIVER VALLEY ROAD MILFORD, OH 45150 513-965-7320 [ph] contact : JASON MORMAN email : jmorman@melinkcorp.com LIGHT FIXTURES, LAMPS & CABLE HANGING SYSTEM, BANNER CABLE/ CLIP ENERGY MANAGEMENT SYSTEM SECURITY ALARM SYSTEM NESCO 40 HUDSON ROAD CANTON, MA 02021 800-244-6980 [ph] contact : VINNY DELMONACO x129 email vdelmonaco@nescoweb.com NOVAR CONTROLS 6060 ROCKSIDE WOODS BLVD,STE 400 CLEVELAND, OH 44131 216-682-1600 [ph] 800-348-1235 [ph] contact : GEORGE SCAIFE x1558 email : george.scaife@novar.com ADT 10405 CROSSPOINT BLVD. INDIANAPOLIS, IN 46256 800-453-2247 [ph] contact : PAT PISKE x2165 email : ppiske@adt.com AZILL BROTHERS ,e 260 LIBERTY STREET CHEN, NJ 08840 —906-3500 [ph] contact : KEN KONYA x303 email : kkonya@brazill.com FEB 16 2014 M CD CD CD CD CD CD (.0 CD CD CD CCD P0WERWALL MODULAR WIRING THERMAGRAPHIC & AMPACITY TESTING CPI (CAROLINA PRODUCTS, INC.) 1132 PRO AM DRIVE CHARLOTTE, NC 28211 800-736-4455 [ph] contact : TONY THORTON email : tonyt@cpipanels.com BOSTON RETAIL PRODUCTS 400 RIVERSIDE AVENUE MEDFORD, MA 02155 800-225-1633 [ph] contact : PATRICK NAGLE x 242 email : pnagle@BostonRetail.com ALLIS ENGINEERING 25096 JEFFERSON AVE., STE. C MURRIETA, CA 92562 888-642-5547 [ph] contact : SHERI ADELMAN email : sadelman@allisengineering.com C FIRE ALARM SYSTEM DEVICES & o INSTALLATION N ADT 10405 CROSSPOINT BLVD. INDIANAPOLIS, IN 46256 800-453-2247 [ph] contact : PAT PISKE x2165 email : ppiske@adt.com ***ACTION REQUIRED *** ARCHITECT OF RECORD SHALL ELECTRONICALLY DISTRIBUTE APPLICABLE DRAWINGS TO ALL VENDORS IN ACCORDANCE WITH THE "SEND" COLUMN. THIS DISTRIBUTION SHALL BE CONCURRENT WITH THE BUILDING PERMIT APPLICATION SUBMITTAL. C = COVER SHEET S =STRUCTURAL DRAWINGS FP = FIRE SPRINKLER DRAWINGS M - MECHANICAL DRAWINGS A = ARCHITECTURAL DRAWINGS P = PLUMBING DRAWINGS FA = FIRE ALARM DRAWINGS E = ELECTRICAL DRAWINGS SPECIFIED MANUFACTURERS W U DESCRIPTION VENDOR z U) O 0) Cn N CD CD LO(N CD PRECAST TRASHCAN AT ENTRANCE BRICK MASONRY UNITS QUICK CRETE PRODUCTS CORP. 731 W. PARKRIDGE NORCO, CA 92860 951-737-6240 [ph] X260 contact : ELISABET BRACAMONTES email ebracamontes@quickcrete.com ENDICOTT CLAY PRODUCTS CO. P.O. BOX 17 57120 -707TH ROAD ENDICOTT, NE 68350 402-729-3323 [ph] contact : GARY DAVIS email : endicottclay@endicott.com BRICK MASONRY UNITS CD LCD N CD ACME BRICK 801 AIRPORT FREEWAY EULESS, TX 76040 817-685-9641 [ph] contact : LARRY CLEMENTS x5124 email : Iclements@brick.com CD CD N CD CD CD N N CD O N N CD CD CD rr) CD CD CD hO CD C CD CD hO O CD CD h CD LC 0 Nr-) PLASTIC LAMINATE FOR CONTRACTOR -PROVIDED CASEWORK — OFFICES — PRESSURE INJECTED MASONRY INSULATION PRESSURE INJECTED MASONRY INSULATION ALUMINUM INTERIOR STAIR HANDRAIL FIRE EXTINGUISHER SIGNS FIRE EXTINGUISHERS WALL PANELING/SANITARY WALL PANELS (SEE 10300 FOR "ACCEPTABLE ALTERNATIVES") SHOPPING CART ESCALATOR FIRE PROTECTION QUALITY CONTROL WILSONART P.O BOX 6110 2400 WILSON PLACE TEMPLE, TX 76503-6110 800-433-3222 [ph] contact : CUSTOMER SERVICE email emailsmartline@wilsonart.com TAILORED CHEMICAL PRODUCTS INC. 3719 FIRST AVENUE S.W. HICKORY, NC 28602 800-627-1687 [ph] contact : MARK HUCKABEE email: huckabee@tailoredchemical,com BLOC FIL INC. P.O. BOX 6 217 PICKERING STREET PORTLAND, CT 06480 860-342-0839 [ph] contact PETER BRANSFIELD email : pete@bloc—fil.com SUPERIOR ALUMINUM PRODUCTS INC. P.O. BOX 430 555 EAST MAIN STREET RUSSIA, OH 45363 937-526-4065 [ph] 800-548-8656 contact : PATRICK FRANCIS x218 email: info@superioraluminum.com SETON IDENTIFICATION PRODUCTS 20 THOMPSON ROAD BRANFORD, CT 06405 800-243-6624 [ph] contact : CUSTOMER SERVICE email : setonusa@seton.com ANSUL SENTRY ONE STANTON STREET MARINETTE, WI 54143 715-735-7411 [ph] 800-862-6785 [ph] contact : CUSTOMER SERVICE MARLITE 202 HARGER STREET DOVER, OH 44622 330-343-6621 [ph] 800-377-1221 [ph] contact : ROBYN BAUM x234 email : rbaum@marlite.com DARROT 1705 USHWY 46 LEDGEWOOD, NJ 07852 973-691-4500 [ph] contact : KEITH CASKEY x20 email : keithc@darrot.com CODE CONSULTANTS 1804 BORMAN CIRCLE DRIVE ST, LOUIS, MO 63146 314-991-2633 [ph] 800-441-2633 [ph] contact : WILL SMITH email wills@codeconsultants.com r. C FI CD N CD FIRE ALARM SYSTEM QUALITY CONTROL CODE CONSULTANTS 1804 BORMAN CIRCLE DRIVE ST. LOUIS, MO 63146 314-991-2633 [ph] 800-441-2633 [ph] contact : WILL SMITH email : Wills@codeconsultants.com NOTES TO' CONTRACTOR 1. SUBSTITUTIONS ARE PROHIBITED; HOWEVER, IN THE EVENT THAT ANY SPECIFIED MANUFACTURER OR ITEM IS CONFIRMED TO BE DISCONTINUED OR UNAVAILABLE, THEN CONTRACTOR SHALL SECURE WRITTEN CONFIRMATION FROM BBB OF THE APPROVED SUBSTITUTION. 2. ALL 'BBB NATIONAL ACCOUNT VENDOR' PRODUCTS MUST BE PURCHASED THROUGH THE LISTED "CONTACT". 3, 'SPECIFIED MANUFACTURER' PRODUCTS MAY BE PURCHASED THROUGH THE LISTED "CONTACT" TO RECEIVE VOLUME DISCOUNT PRICING. CONTRACTOR MAY ALSO OPT TO PURCHASE THESE PRODUCTS THROUGH A LOCAL DISTRIBUTOR. RECEIVED CITY OF TUKWILA APR 1 7 2013 PERMIT CENTER VENDOR/SUPPLIER SCHEDULE 01 SOURCE: VER. 1.2010 N.T.S. EMI ARCHITECTURAL GROUP i NTERNATIONAL 15 WEST SEVENTH STREET COVINGTON, KENTUCKY 41011 PH859-261-5400 FAX859-261-5530 IDESIGNER NOTE CHECKLISTLd NOTE # APPLICABLE NOT APPLICABLE I 0 APPLICABLE NOT APPLICABLE BEIMIN11:10 Beyond any store of its kind. co w CO 0 >-- L.�J m H- 0 LLJ CO PROJECT NAME & LOCATION: Cl) LTJ U LU LL 0 L J H- 0 0 CC 0 v co O It Lil I— LLJ CO J 0 Lin ccs 400 STRANDER BLVD. TUKWILA, WASHINGTON 98188 co CO LO o000) 000 z CO CO co Do �(0 0 00 CO z o 0 DISTRIBUTION: DATE: ISSUE FOR PERMIT 4/12/13 ARCH. PROJECT# BBB PROJECT# 130328 REV 1 DRAWN: CHECKED: AJC TS DRAWING TITLE, BBBY NATIONAL ACCT. VENDORS & SPECIFIED MFRS. WITH DISTRIB. SCHEDULE A3.3 e ro 0 FIXTURE I\FON ATIO\ (WHE GA3LE SYSTEM COMMENTS NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED .111111 Moe ARCHITECTURAL GROUP I NTERNATIONAL 15 WEST SEVENTH STREET COVINGTON, KENTUCKY 41011 PH 859-261-5400 FAX 859-261-5530 NOTE: ANCHOR INSTALLATION SHALL BE DONE UNDER PERIODIC INSPECTION OF SPECIAL INSPECTORS AS DEFINED BY APPLICABLE SPECIAL INSPECTION GUIDELINES AND PROCEDURES. DESIGNER NOTE CHECKLIST I-1-1 I- 0 Z APPLICABLE NOT APPLICABLE NOTE # APPLICABLE NOT APPLICABLE NOT USED NOT USED NOT USED NOT USED 64# PER LEVEL o . NOTES: LONGITUDINAL & *TRANVERSE BRACING (2) o REQUIRED FOR EVERY THREE BAYS o FOOT PLATE WITH 3/8"0 BOLT WITH 2 1/8" MIN. EMBEDMENT. SIDE VIEW STEEL WIRE MESH .1350 - 2"x2" SWAY BRACE .406"0 STEEL ROD DIAGONAL BRACING .5000 STEEL ROD HORZONTAL BRACING 9 DA, STEEL WIRE (.150"0) ANCHORS POWER WEDGE BOLT ICC #ESR -2526 1 1/4"x3 1/2" FOOT PLATE (TYP.) • ISOMETRIC ENLARGED BRACING DETAIL 36" & 48" ENLARGED SWAY BRACE DETAIL NOT USED NOT USED NOT USED NOT USED NOT USED HYPER vIAXI WIRE GABLE SYSTEM FIXTURE ELEVATIONS & DETAILS A27 38"D x FIXTURE I\FOVATIO HYPER PSE SALES SCALE: 3/16" = 1-0" COMMENTS NOT USED NOT USED FEB 16 2614 NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED IESTLE /101 IDE SPAN RACK OT USED A5 A2 A2 A2 A2 A2 A2 ///////////////// ` l A2 1 A2 n V U HA2 A2 /A2 A2 A2, �f FOOD 2,372' SQ. FT. 108 SECTIONS A2 L,J LU LL L� 0 0 A2 A2 // A2 7/ A2 A2 A2 A2 A2 A5 GE\EAL I\ FO ATI O \ RECEIVED CITY OF TUKWILA NOT USED NOT USED NOT USED FIXTURES USED IN PROJECT ARE STANDARD WIRE GABLE SYSTEM AND PRE—SALES RACK FIXTURES WITH FOOT PLATES. ALL HATCHED FIXTURES ARE TYPE "A—A15" WIRE GABLE SYSTEM OR TYPE "B — K" PRE—SALES RACK FIXTURES. ALL NON—HATCHED FIXTURES ARE LOW LAMINATE FIXTURES 5'—O" AFF. SEPARATE APPROVAIVD AL REQUIRED APR 1 7 2013 PERMIT CENTER DISTRIBUTION: ISSUE FOR PERMIT DATE: 4/12/13 ARCH. PROJECT# BBB PROJECT# 130328 REV 1 DRAWN: CHECKED: AJC TS 4RAWING TITLE: RACKING PLAN - FOOD DEPARTMENT SCALE: 1/8" = 1'-0" RACK FIXTURE LAYOUT AND DETAILS Ito ib 0 NOTE: LATERAL BRACING IS REQUIRED AT THOSE LOCATIONS WHERE GYP. BD. OR SHEATHING ARE NOT PRESENT ON BOTH SIDES OF THE WALL. 1-1/4" x 20 GA. STRAPPING @ 4'-0" O.C. VERT. AND ALIGN WITH METAL STUD BLOCKING, SCREW ATTACH TO EACH STUD FLANGE w/(1)#10-16 SCREW. (STRAPPING TO START & END ON SOLID BLOCKING) MIN. 18 GA RUNNER TRACK SOLID BLOCKING @ 10'-0"o.c. MAX HORIZ. AND 4'-0" O.C. VERT. MAKE RUNNER TRACK 8" LONGER THAN STUD INSIDE SPACING. CLIP FLANGES OF TRACK 4" FROM EACH END. BEND TRACK AT CLIPPED FLANGES. SCREW ATTACH BOTH PARTS OF CUT FLANGE TO STUD ON EA. SIDE WITH (2)#10-16 SCREW. USE (6)#10-16 SCREW TO CONNECT STRAP TO BLOCKING, TYP. EACH SIDE. LIGHT GAUGE METAL STUDS 6"x16 GA. (8"x16 GA. ON STUD FRAMING OVER 23'-0" TALL) TYP. 3LOCKING N.T.S. FASTEN SLATWALL AT 9" 0.C. VERT (MAX.) AND EACH STUD (16" O.C. TYP., 24" MAX,) NOTE: PROVIDE (42) FORTY-TWO SCREWS AT EACH FULL 4'x8' SLATWALL PANEL, NO FASTENERS AT TOP OR BOTTOM HORIZONTAL SEAMS B.O. MET. DECK T.O, GYP BD. — & MET. STUDS WHERE PARTITION IS PARALLEL TO DECK FLUTES PROVIDED 20" x 4" x 12 GA. STL. PL. 24" O.C. (2 PL.'S BETW. JOIST) 2 TEKS SCREWS EA. FLUTE FASTEN TOP TRACK TO MTL. DECK/PLATE W/#10-16 TEK SCREW .@ 12" O.C. GYP/PTD-1) 8' 0" 4'-U' PROVIDE 3/4" x 3/4" METAL TRIM T.O. SLATWALL (_-V1/71-7)1 4'x8' 4'x8' SLATWALL PANEL SYSTEM (10300), STACK PANELS w/ 4'-0" OFFSET. (SEE DETAIL BELOW FOR FASTENER PATTERN) VB -3) / PARTIAL ELEVATION/SLATWALL 1 /4"=1'-0" 4'-O" PANEL OFFSET II 16" 0. C. I/I ,r_ IVU 3UNGVY3 /iI Kir UK SEAM (PANEL JOINT) 1 1 I II IiUI IUM I I II I I II 1 V .-----,, SEAM (PANEL JOINT) I I I I II vv v I I II I I II II I I _ ila I II it _ I I II li II la I I `� CO I- II I I ,' II X II s ` II II II IIla 1 1 11 I 0 ` I II II . .II ---C II II II II ° II II II II II II II II I I I 0) •_ II II II II I I II II II II I II II II II 10 II II II fI II II II II II I II II II II II II II I II II II II II 10 II --LL---- II II II II II I I II I II II I II II II II it I II I II II II II I \._. I° METAL STUDS, w/ 1 5/8" FLANGE AT 16" 0.C., SHOWN DASHED VINYL BASE (VB -3) ON 2" HIGH WD BLOCKING, SET SLATWALL ON BLOCKING FASTENER PATTERN DETAIL 3/4"=1'-0" 362S162-54 METAL STUDS, 3 5/8" x 16GA. STUDS w/ 1 5/8" FLANGE AT 16" O.C. 5/8" GYP. BOARD 3625162-54 METAL STUDS, 3 5/8" x 16GA. STUDS w/ 1 5/8" FLANGE AT 16" O.C. 5/8" PLYWD. SUBSTRATE BEHIND SLATWALL SLATWALL PANEL SYSTEM, GLUE TO PLYWD & SCREW TO METAL FRAMING. SEE FASTENER NOTES THIS SHEET FOR ATTACHMENT SET SLATWALL ON WD BLOCKING, VINYL BASE TO EXTEND 2" ABOVE EDGE OF SLATWALL 4" VINYL BASE (VB -3) ATTACHED TO WD BLOCKING P.T. WD BLOCKING FIN. FLR. ti SLATWALL HEAD DETAIL 3"=1'-0" DEEP LEG TRACK SCREWED TO MET. DECK ONLY (2) SLIP CLIPS (09260) @ EACH MET. STUD, SCREW TO DEEP LEG TRACK ONLY METAL STRAP BLOCKING PARTITION AS SCHED,, DO NOT FASTEN TO DEEP LEG TRACK FASTENER NOTES: ATTACH 5/8" PLYWD SUBSTRATE TO STUDS, COORD. SCREW LOCATIONS W/ SLATWALL ATTACHMENT. GLUE SLATWALL TO PLYWD SUBSTRATE w/ 'LIQUID NAILS' PANELING & MOULDING ADHESIVE. RUN A CONT, BEAD OF GLUE AT EACH VERTICAL STUD LOCATION AS WELL AS AROUND THE PERIMETER OF EACH 4x8 SLATWALL PANEL. FASTEN SLATWALL THROUGH FACE OF ALUM. INSERT AND PLYWD TO METAL FRAMING AT 9" O.C. VERT. (MAX.) AT EACH STUD (16" O.C. TYP.; 24" MAX.) w/ #8 PAN HEAD SCREWS, 1 1/2" LONG, SELF TAPPING w/ ZINC FINISH. EACH FULL SLATWALL PANEL IS TO HAVE (42) FORTY-TWO SCREWS. DO NOT SCREW AT TOP AND BOTTOM HORIZONTAL SEAMS (PANEL JOINTS). NOTE: IF SLATWALL IS TO BE ATTACHED TO A FIRE RATED WALL PROVIDE GYP. BD. BEHIND PLYWD, AS REQ'D FOR FIRE RATING AND USE LONGER SCREWS FOR ATTACHMENT TO METAL STUDS. CONTRACTOR REQUIRED TO RIP LUMBER AS REQ'D TO MAKE FACE OF BLOCKING FLUSH W/FACE OF SLATWALL CV 3%;/' LHILTI DNI 32 P8 PINS @ 8"O.C. (1" MIN. EMBED. INTO SLAB) ±1/16',/' A- SLATWALL BASE DETAIL 3"=1'-0" SLATWALL INSTALLATION @ INTERIOR WALLS 05 SOURCE: VER. 1.2010 NOTE: THIS DETAIL IS NOT SUITABLE FOR WALL STUDS DEEPER THAN 8" WHERE BRACING TERMINATES AT BUILT-UP JAMB OR POST, EXTEND CHANNEL INTO PUNCH -OUT. USE 2"x2"x16 GAUGE CLIP ANGLE 1-1/4" LESS THAN STUD WIDTH. ATTACH USING (4)#10-16 SCREWS. 1-1/2"x16 GAUGE COLD ROLLED CHANNEL @ 4'-0" O.C. VERT.. 2"x2"x16 GAUGE CLIP ANGLE 1/4" LESS THAN STUD WIDTH. ATTACH USING (4)#10-16 SCREWS. CLIP ANGLE TO BE PLACED AT EACH STUD. TYP. LATERAL BRACING SPLICE USE: (1)12" LONG CRC INVERTED OVER CENTER OF SPLICE w/(3)#10-16 SCREWS ON EACH SIDE OF SPLICE. LIGHT GAUGE METAL STUDS 6"x16 GA. (8"x16 GA. ON STUD FRAMING OVER 23'-0" TALL) ALT. 3LOCKING N.T.S. FASTEN SLATWALL AT 9" O.C. VERT (MAX.) AND EACH STUD (16" O.C. TYP., 24" MAX.) NOTE: PROVIDE (42) FORTY-TWO SCREWS AT EACH FULL 4'x8' SLATWALL PANEL, NO FASTENERS AT TOP OR BOTTOM HORIZONTAL SEAMS B.O. MET. DECK T.O. GYP BD. F & MET. STUDS WHERE PARTITION IS PARALLEL TO DECK FLUTES PROVIDED 20" x 4" x 12 GA. STL. PL. 24" O.C. (2 PL.'S BETW. JOIST) 2 TEKS SCREWS EA. FLUTE FASTEN TOP TRACK TO MTL. DECK/PLATE W/#10-16 TEK SCREW @ 12" O.C. 8005162-54 METAL STUDS, 8" x 16GA. STUDS w/ 1 5/8" FLANGE AT 16" 0.C. 5/8" GYP. BOARD (GYP/PTD-1) 8 -0 / 4'-(f VB -3 PARTIAL ELEVATION/SLATWALL 1/4"=1-0" 4'-O" PANEL OFFSET / 16" O.C. I/I 1/I NOTE # I I II `a_ NOT APPLICABLE ,r_ IVU 3UNGVY3 /iI Kir UK SEAM (PANEL JOINT) 1 1 I II IiUI IUM I I II I I II II I I _ ila I II I I I l _` I I I I I I `� CO I ,' II X �I I I II II II17- 1 1 11 I 0 ` I II II I II II II I°I II 1`� II it II II II II I II II II II II II I II II II II II I II II II II II II I II II II II II II I II II fI II II I II I II I1 II II I H H /IQ' H --LL --c'a- _LI --LL---- _II ---- -----L 600S162-54 METAL STUDS, 6"x16GA. STUDS w/ 1 5/8" FLANGE AT 16" O.C., SHOWN DASHED VINYL BASE (VB -3) ON 2" HIGH WD BLOCKING, SET SLATWALL ON BLOCKING FASTENER PATTERN DETAIL 3/4"=1'-0" 800S162-54 METAL STUDS, 8" x 16GA. STUDS w/ 1 5/8" FLANGE AT 16" 0.C. 5/8" PLYWD. SUBSTRATE BEHIND SLATWALL SLATWALL PANEL SYSTEM, GLUE TO PLYWD & SCREW TO METAL FRAMING. SEE FASTENER NOTES THIS SHEET FOR ATTACHMENT SET SLATWALL ON WD BLOCKING, VINYL BASE TO EXTEND 2" ABOVE EDGE OF SLATWALL 4" VINYL BASE (VB -3) ATTACHED TO WD BLOCKING P.T. WD BLOCKING FIN. FLR. ti DEEP LEG TRACK SCREWED TO MET. DECK ONLY SLATWALL HEAD DETAIL 3"=1'-0" (2) SLIP CLIPS (09260) @ EACH MET. STUD, SCREW TO DEEP LEG FRACK ONLY PARTITION AS SCHED., DO NOT FASTEN TO DEEP LEG TRACK FASTENER NOTES: PROVIDE 3/4" x 3/4" METAL TRIM T.O. SLATWALL 14'-0" SLW-1 4'x8' SLATWALL PANEL SYSTEM (10300), STACK PANELS w/ 4'-0" OFFSET. (SEE DETAIL BELOW FOR FASTENER PATTERN) 16GA. CONT. TRACK ATTACH 5/8" PLYWD SUBSTRATE TO STUDS, COORD. SCREW LOCATIONS w/ SLATWALL ATTACHMENT. GLUE SLATWALL TO PLYWD SUBSTRATE W/ 'LIQUID NAILS' PANELING & MOULDING ADHESIVE. RUN A CONT. BEAD OF GLUE AT EACH VERTICAL STUD LOCATION AS WELL AS AROUND THE PERIMETER OF EACH 4x8 SLATWALL PANEL. FASTEN SLATWALL THROUGH FACE OF ALUM. INSERT AND PLYWD TO METAL FRAMING AT 9" O.C. VERT. (MAX.) AT EACH STUD (16" 0.C. TYP., 24" MAX.) w/ #8 PAN HEAD SCREWS, 1 1/2" LONG, SELF TAPPING w/ ZINC FINISH. EACH FULL SLATWALL PANEL IS TO HAVE (42) FORTY-TWO SCREWS. DO NOT SCREW AT TOP AND BOTTOM HORIZONTAL SEAMS (PANEL JOINTS). NOTE: IF SLATWALL IS TO BE ATTACHED TO A FIRE RATED WALL PROVIDE GYP. BD, BEHIND PLYWD. AS REQ'D FOR FIRE RATING AND USE LONGER SCREWS FOR ATTACHMENT TO METAL STUDS. CONTRACTOR REQUIRED TO RIP LUMBER AS REQ'D TO MAKE FACE OF BLOCKING FLUSH W/FACE OF SLATWALL 8" HILTI DNI 32 P8 PINS @ 8"0.C. (1" MIN. EMBED, INTO SLAB) 3"= 1' —0 ±1/16'.v. SLATWALL SASE DETAIL ALT. SLATWALL INSTALLATION @ FRONT WALL 03 SOURCE: VER. 1.2010 7/8" 20 GA. METAL FURRING CHANNELS AT 16" O.C. 0 ATTACH TO CONC BLOCK WALL w/ 3/16" DIA. HILTI KWIK-CON II+ AT 12" O.C., 1 3/4" EMBED FURRING DETAIL 3"=1'-0" INSTALL HILTI KWIK-CON II+TFH, TORX FLAT HEAD MATCHED TOLERANCE MASONRY FASTENER SYSTEM (ITEM #00219901, KWIK-CON II+ 316-334 TFH, TORX FLAT HEAD) THROUGH FACE OF INSERT, 1 3/4" EMBEDMENT INTO CMU @ TOP INSERT OF EACH 4'x8' PANEL (5 TOTAL) GYP/PTD-1� r -0" 4'-U PROVIDE 3/4" x 3/4" METAL TRIM T.O. SLATWALL SLW-1 4'x8' SLATWALL PANEL SYSTEM (10300), STACK PANELS w/ 4'-O" OFFSET. (SEE DETAIL BELOW FOR FASTENER PATTERN) VB -3) PARTIAL ELEVATION/SLATWALL 1 /4"=1-0" 4'-O" PANEL OFFSET 16" 0.C. -/ A- NO SCREWS AT TOP OR BOTTOM SEAM (PANEL JOINT) II 0 FASTEN SLATWALL AT 9" O.C. VERT (MAX.) AND EACH FURRING CHANNEL (16" 0.C.) PROVIDE (37) THIRTY-SEVEN PAN -HEAD SCREWS AT EACH FULL 4'x8' SLATWALL PANEL, NO FASTENERS AT TOP OR BOTTOM HORIZONTAL SEAMS ALL KWIK-CON FASTENERS SHALL BE DRIVEN COMPLETELY SO THAT SCREW DOES NOT PROTRUDE AWAY FROM FACE OF ALUMINUM INSERT AND DOES NOT INTERFERE WITH FIXTURE COMPONENTS TO BE INSTALLED BY OWNER, I X -t 10 cx 1 II I I cV METAL STUD FURRING I H C' CHANNELS, SHOWN DASHED VINYL BASE (VB -3) ON 2" HIGH WD BLOCKING, SET SLATWALL ON BLOCKING FASTENER PATTERN DETAIL .-:' fit 3/4"=1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED JUN 0 5 2013 City of Tukwila BUILDING DIVISION ATTACH SLATWALL TO CONC. BLOCK WALL w/ 3/16" DIA.x 3 3/4" LONG HILTI KWIK-CON II+ TFH, TORX FLAT HEAD w/ ZINC FINISH, ALONG TOP INSERT ONLY (5 TOTAL), 1 3/4" EMBED MIN. 5/8" PLYWD. SUBSTRATE 1 BEHIND SLATWALL 3/4" MIN. EMBED T TOP INSERT ONLY FEB ram FASTENER NOTES: ALL METAL FURRING AT SLATWALL LOCATIONS IS TO BE 20 GA, MINIMUM. ATTACH 5/8" PLYWD SUBSTRATE TO STUDS, COORD. SCREW LOCATIONS w/ SLATWALL ATTACHMENT. GLUE SLATWALL TO PLYWD SUBSTRATE w/ 'LIQUID NAILS' PANELING & MOULDING ADHESIVE, RUN A CONT. BEAD OF GLUE AT EACH VERTICAL STUD LOCATION AS WELL AS AROUND THE PERIMETER OF EACH 4x8 SLATWALL PANEL. FASTEN SLATWALL THROUGH FACE OF ALUM. INSERT AND PLYWD TO METAL FURRING AT 9" 0.C. VERT, (MAX,) AT EACH STUD (16" O.C. TYP., 24" MAX.) w/ #8 PAN HEAD SCREWS, 1 1/2" LONG, SELF TAPPING w/ ZINC FINISH. EACH FULL SLATWALL PANEL IS TO HAVE (42) FORTY-TWO SCREWS, (5) FIVE HILTI KWIK-CON II+ TFH, TORX FLAT HEAD ALONG TOP INSERT & (37) THIRTY-SEVEN #8 PAN -HEAD SCREWS AS SHOWN FASTENER PATTERN DETAIL ABOVE. DO NOT SCREW AT TOP AND BOTTOM HORIZONTAL SEAMS (PANEL JOINTS). 7/8" 20 GA. METAL HAT CHANNEL AT 16" O.C., ATTACH TO CONC. BLOCK WALL w/ 3/16" DIA. HILTI KWIK-CON II+ TFH,TORX FLAT HEAD AT 12" 0.C., 1 3/4" EMBED SLATWALL PANEL SYSTEM, GLUE TO PLYWD & SCREW TO METAL FURRING. SEE FASTENER NOTES THIS SHEET FOR ATTACHMENT SET SLATWALL ON WD BLOCKING, VINYL BASE TO EXTEND 2" ABOVE EDGE OF SLATWALL 4" VINYL BASE (VB -3) ATTACHED TO WD BLOCKING P.T. WD BLOCKING FIN. FLR. CONTRACTOR REQUIRED TO RIP LUMBER AS REQ'D TO MAKE FACE OF BLOCKING FLUSH W/FACE OF SLATWALL RECEIVED ±1/16" CITY OF TUKWILA APR 1 7 2013 SLATWALL HEAD/SASE DETAIL PERMIT CENTER 3"=1'-0" TYP. SLATWALL NSTALLATION @ FRONT WALL 01 SOURCE: VER. 1.2010 ARCHITECTURAL GROUP I NTERNATIONAL 15 WEST SEVENTH STREET COVINGTON, KENTUCKY 41011 PH859-261-5400 FAX859-261-5530 IDESIGNER NOTE CHECKLIST NOTE # APPLICABLE NOT APPLICABLE NOTE # APPLICABLE NOT APPLICABLE 1 DISTRIBUTION: DATE: ISSUE FOR PERMIT 4/12/13 ARCH. PROJECT# BBB PROJECT# 130328 REV1 DRAWN: CHECKED: AJC TS DRAWING TITLE; SLATWALL DETAILS A6.3