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HomeMy WebLinkAboutPermit D08-191 - CAR TOYS - TENANT IMPROVEMENTCAR TOYS 16935 SOUTHCENTER PY D08 -191 Parcel No.: 2623049011 Address: 16935 SOUTHCENTER PY TUKW Suite No: Tenant: Name: CAR TOYS Address: 16935 SOUTHCENTER PY , TUKWILA WA Cityllbf Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Owner: Name: OCM ESCROW ADMINISTRATION Address: 1717 MAIN ST 8TH FL- ESCROW , DALLAS TX 75201 Phone: DEVELOPMENT PERMIT Contact Person: Name: KEITH SMITH Address: 1725 WESTLAKE AVE N SUITE 210 , SEATTLE WA 98109 Phone: 206 - 713 -4076 Contractor: Name: S D DEACON CORP OF WASHINGTON Address: 2375 130TH AVE NE #200 , BELLEVUE WA 98005 Phone: (425)284 -4000 Contractor License No: SDDEACW 108NT DESCRIPTION OF WORK: TENANT IMPROVEMENT, FINISHES, WALLS, CEILING AND NEW RESTROOMS Value of Construction: $80,000.00 Fees Collected: $10,814.55 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2006 Type of Construction: II-B Occupancy per IBC: 0019 * *continued on next page ** Permit Number: D08 - 191 Issue Date: 06/16/2008 Permit Expires On: 12/13/2008 Expiration Date: 06/20/2008 doc: IBC -10/06 D08 -191 Printed: 06-16 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City di, Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http://www.ci.tukwila.wa.us Permit Number: D08 -191 Issue Date: 06/16/2008 Permit Expires On: 12/13/2008 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: \PK-74i Date: 011/. 1 ill I/17$ I hereby certify that I have read and x ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complie wi 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 p rformance of work. I am authorized to sign and obtain this development permit. Signature: f'G % ` Date: (% 7 Print Name: /7/f// This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC -10/06 D08 -191 Printed: 06-16 -2008 Parcel No.: 2623049011 Address: 16935 SOUTHCENTER PY TUKW Suite No: Tenant: CAR TOYS 1: ** *BUILDING DEPARTMENT CONDITIONS * ** • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: D08 - 191 Status: ISSUED Applied Date: 04/15/2008 Issue Date: 06/16/2008 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: 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. 6: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 7: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 8: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 9: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 10: 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. 11: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. 12: 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. 13: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 14: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building doc: Cond -10/06 D08 -191 Printed: 06 -16 -2008 Department (206 - 431 - 3670). 16: ** *FIRE DEPARTMENT CONDITIONS * ** • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us • 15: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 17: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 18: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 19: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mrn). (IFC 906.7 and IFC 906.9) 20: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 21: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 22: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 23: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 24: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 25: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 26: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 27: 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 nun) or the listed viewing distance for the sign, whichever is less, from the doc: Cond -10/06 D08 -191 Printed: 06 -16 -2008 nearest visible exit sign. (IFC 1011.1) • 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.ci.tukwila.wa.us 28: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 29: 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) 30: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot -candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 31: 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) 32: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinlder heads. (IFC 901.4) 33: 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) 34: All new sprinkler systems and all modifications to existing sprinlder systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 35: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2051. 36: Local U.L. central station supervision is required. (City Ordinance #2051) 37: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 38: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 39: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 40: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 41: New and existing buildings shall have approved address numbers, building numbers or approved building identification doc: Cond -10/06 D08 -191 Printed: 06 -16 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 42: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 43: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 44: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 45: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 46: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 47: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 48: Applicant shall correct all backflow deficiencies spelled out in April 21, 2008 Public Works Department Comments. This can be done as a revision to this Tenant Improvement permit or applicant shall apply for a separate Public Works Type C Construction permit. doc: Cond - 10/06 * *continued on next page ** D08 -191 Printed: 06 -16 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and 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 provision of any other work or local laws regulating construction or the performance of work. Date: doc: Cond -10/06 D08 -191 Printed: 06 -16 -2008 Site Address: Tenant Name: Property Owners Name: Mailing Address: CONTACT PERSON — who do we contact when your permit is ready to be issued { Name: Mailing Address: E -Mail Address: GENERAL CONTRA CTOR•INFORMATION .r -. 3 L;i : (Contractor Information` for Mechanic (pg.4) for Plumbing and Gas `Piping (pg 5)) Company Name: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us 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 ** 141/ cynd Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: ARCHITECT OF ;RECORD -'All plans must be wet stamped by Architect;of.Record Company Name: Mailing Address: to. liLli Company Name: Mailing Address: 5/ Contact Person: CC f, ` r t�/J/� G l E -Mail Address: r iii �') J L/ ENGINEER OF RECORD — All Plans .must be wet stamped Contact Person: E -Mail Address: Q:Npplications\Forms- Applications On Line\3 -2006 - Permit Application.doe Revised 9-2006 bh Building Permit No. 1 00 Qj— Mechanical. Permit No.> Plumbing/Gas Permit No. Public Works Permit No. Project No. (For :of ce use only) .` ing Co Assessor's Tax No.: � 1 1 ` qo L t Suite Number: Floor: / 5" New Tenant: Yes ❑..No Day Telephone: i i iU City tate Zip Fax Number: VW ` er at la 1 1 a 7 U[7 (o2 City Day Telephone: Fax Number: Expiration Date: State Zip ■ IL Zip Day Telephone: �' ('J go Fax Number: 2,eti i L(0 7 all Engineer,of Record City State Zip Day Telephone: Fax Number: Page 1 of 6 'BUILDING PERMIT INFORMATION - 206 -4311 =3670 Valuation of Project (contractor's bid price): $ �I Scope of rk (ple e prow. i detailed information): a Will there be new rack storage? ❑ Yes Provide All Building Areas in Square. Footage Below V` Floor • .20d Floor; Floors Basement ' Accessory, Structure* Attached Garage Detached Garage... Attached,Carport. Detached Carport Covered Deck Uncovered Deck Existing 'Interior Remodel Addition to Existing Structure New Type of .j Construction per IBC Type of Occupancy per IBC .Y .,. PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) 'For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation tilat shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If `yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ 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. Q:\Appliemons\Forms- Applicanons On Lute \3-2036 - Permit Applicanon.doc Revised 9-2006 bh Existing Building Valuation: $ �. ilek/ ypa /MOIL C No If yes, a separate permit and plan submittal will be required. Page 2 of 6 • PUBLIC WORKS, PERMIT INFORMATION - 206 -433 -0179 Scope of Work (please provide detailed information): ❑ ...Total Cut ❑ ...Total Fill Call before you Dig: 1- 800 -424 -5555 • `Plea e refer o PublicWorks =Bulletin #l�for`fees,andesti'tniite sheets mr ;w±) Water District Tukwila 0... Water District #125 ❑ ...Water Availability Provided ❑ .. Highline jwe Se District ukwila ❑... ValVue ❑ .. Renton ❑ .. Seattle ❑ ...Sewer Use Certificate ❑...Sewer Availability Provided 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. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) cubic yards cubic yards Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ .. Right-of-way Use — Potential Disturbance ❑ ...Const ruction /Excavation/Fill - Right-of-way Non Right-of-way Q:Wrpheattons\Forrns- Applications On Line3-2006 - Permit Apphcanon.doc Revised: 9 -2006 bh ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Renton ❑ ...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ .. Grease Interceptor ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ .. Channelization ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ .. Trench Excavation ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ .. Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection Irrigation " Domestic Water ❑ ...Permanent Water Meter Size... " WO # ❑ ...Temporary Water Meter Size .. If WO # ❑ ...Water Only Meter Size WO # ❑ ...Deduct Water Meter Size ❑ ...Sewer Main Extension Public Private ❑ ...Water Main Extension Public Private FINANCE INFORMATION Fire Line Sipe at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address Water Meter Refund/Billing: Name: Mailing Address City State Zip Day Telephone: City State Zip Page 3 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 Signature: Print Name: Mailing Address: Date Application Accepted: la7D AGENT: 04, uvecWk Le Ave Lt S' Q:WpphcauonsWorms- Applications On Line \ 3.2006 - Permit Appltcaoon.doc Revised 9-2006 bh Day elephone: C ity Date Application Expires: 6 Staff Initials: tA , /J 1 Page 6 of 6 Receipt No.: R09 -01161 Initials: User ID: WER 1655 Payee: MATHEW BRAND Payment Credit Crd MC - Authorization No. 015092 ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES • 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://wwwci.tukwila.wa.us TRANSACTION LIST: Type Method Descriptio Amount RECEIPT Parcel No.: 2623049011 Permit Number: D08 -191 Address: 16935 SOUTHCENTER PY TUKW Status: ISSUED Suite No: Applied Date: 04/15/2008 Applicant: CAR TOYS Issue Date: 06/16/2008 60.00 Account Code Current Pmts 000/345.830 60.00 Total: $60.00 Payment Amount: $60.00 Payment Date: 07/24/2009 12:13 PM Balance: $0.00 PAYMET ECEIVE doc: Receiot -06 Printed: 07 -24 -2009 Receipt No.: R08 -02123 Payee: SD DEACON ACCOUNT ITEM LIST: Description 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.ci.tukwila.wa.us TRANSACTION LIST: Type Method Descriptio Amount Payment Check 92597 1,101.50 BUILDING - NONRES 000/322.100 STATE BUILDING SURCHARGE 000/386.904 RECEIPT Account Code Current Pmts 1,097.00 4.50 Total: $1,101.50 Parcel No.: 2623049011 Permit Number: D08 -191 Address: 16935 SOUTHCENTER PY TUKW Status: APPROVED Suite No: Applied Date: 04/15/2008 Applicant: CAR TOYS Issue Date: Payment Amount: $1,101.50 Initials: JEM Payment Date: 06/16/2008 10:37 AM User ID: 1165 Balance: $0.00 3574 06/16 9711 TOTAL 110150 doc: Receiot -06 Printed: 06-16 -2008 G Parcel No.: 2623049011 Permit Number: D08 -191 Address: 16935 SOUTHCENTER PY TUKW Status: PENDING Suite No: Applied Date: 04/15/2008 Applicant: CAR TOYS Issue Date: Receipt No.: R08 -01810 Initials: LAW User ID: 1632 Payee: B HERON VENTURES, LP TRANSACTION LIST: Type Method Descriptio Amount Payment Check 3274 9,000.00 ACCOUNT ITEM LIST: Description BONDS /DEPOSITS • 0 G City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http.• / /www.ci.tukwila.wa.us RECEIPT Account Code Current Pmts 000/386.908 9,000.00 Total: $9,000.00 Payment Amount: $9,000.00 Payment Date: 05/27/2008 12:23 PM Balance: $1,101.50 2880 05/27 9710 TOTAL 9000.00 doc: Receiot -06 Printed: 05 -27 -2008 Parcel No.: 2623049011 Permit Number: D08 -191 Address: 16935 SOUTHCENTER PY TUKW Status: PENDING Suite No: Applied Date: 04/15/2008 Applicant: CAR TOYS Issue Date: Receipt No.: R08 -01185 Payment Amount: $713.05 Initials: WER Payment Date: 04/15/2008 10:56 AM User ID: 1655 Balance: $1,101.50 Payee: SMITH CO TRANSACTION LIST: Type Method Descriptio Amount ACCOUNT ITEM LIST: Description (Inn: RAnaint -OR Payment Check 7047 713.05 PLAN CHECK - NONRES • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Account Code Current Pmts 000/345.830 713.05 Total: $713.05 11 94 34/15 ?711 TOTAL 1 . 5 Printarl (14- 15 -2ffR Project: 04t 7 YS Type of Inspection: i �Ailli Address: /l r i '35 .Sew/ A/ e r° Date Called: Special Instructions: Date Water ted: a.m. Requester: Phone No: d 06 - 77 INSPECTION RECORD INSP7E ION NO. PERMIT NO. Retain a copy with permit Da -A/ INSPE ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION F- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 X Approved per applicable codes. COMMENTS: dtm a ll i f /6 7 4- /? _. QUIR Su ite if 00. (206)431 -36 Corrections required prior to approval. Date: g e), 0 REINSPECTION FEE Prior to inspection, fee must be d at 6300 Southcenter Blvd., Call to schedule reinspection. Receipt No.: 'Date: COMMENTS: Type of Inspection: /6 . 0,4v4/.,�i / r /� 1 - ( ^ q o" pL. J n T A, arm. i Special Instructions: 47 I� tr`' - - Z c) ,- o r Date Wanted: O s-4 - , S_r toS A-iQ 1,0,rj Phone No. -21.-77-5 6 °. \.ter “ J e.' • 6 1) o r s Projectw� / !' c Type of Inspection: /6 . 0,4v4/.,�i 91 - / Called: P Special Instructions: 47 I� tr`' - - Z c) ,- o r Date Wanted: a.m. Requester: Phone No. -21.-77-5 6 11 Approved per applicable codes. (lnspec INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 0 ' - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36'0 Corrections required prior to approval. Date: 7 w p El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: COMMENTS: C d ! kiI3-E J A-Ai . Rrf kiu . A 3 LO --- =k rd )(M pet J 1 - Lvk - 1O 3 `rte= OM* hks k i WA M, � r . d pe.._.1 , -.)A.s y et ,... - - 84V - (,o(A-I pi col /ec ;-aS A A rriA. Q.JL` A i � 1 .1. v.- -411 -D o :S ./1-5 eA t )JJ f ' i PDai s W(., (.;S - kr (` -;S ? I ,. -r---e f � i v1/4- i b, 'v,',re n /9.-6 t S ., t.5, ..A. ti �-1 p.e 0>r -- MS I t.) r -- Shit-I! r seAt hAS -n r4? , z 5 - 7 7 L. t Proje C_Ac� -7cc4S T of Inspection: t—IMALt3U Address: 1 (. 9 S 5 au { ko F AJ-!(7 I' Date Called: P -/ Special Instructions: . Date Wanted: G- 1 3 de p.m. Requester: - Phone N z 5 - 7 7 L. INSPECTION RECORD Retain a copy with permit INSPECTION I O. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION P- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspto .1.1 Date: cC 13 _ D K El $60.00 REINSPECTION F REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter lvd., Suite 100. Call to schedule reinspection. Receipt No.: I Date: (ea i kA SWINA644 Y - .......:Z - 4 " ••... - as. - : - .- �,af•••_ -asal Project: ( i tY/ Type of Inspection: S 2iS1 ' eiwiive Address: / (7q 3 Swrf Fnl-v iv R t Called: d l 7 C � Special Instructions: / D to Wanted: a. Requester: Phone No: 253 - 253 -775 6 "o INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: „1/4-,k �1 Date: r IVJ ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: !Date: Project: /� ( Type of Inspection: Address: 401 3 5 ( ( PA k..-) Date Called: ! / / + Special Instructions: / Phone Date Wanted: y --- 6 11 r p.m. Requester: No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION . te 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ❑ Approved per applicable codes. FiztftlesettleitArA Corrections required prior to approval. COMMENTS: CX;k cra p4t 1te ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: �ti Project: r A.J TD Type of Ins ection: _� . t,� i , b ∎.1 Address: 1 t n 1'3 S S' ° f J 1 1. �,•I Date Called: Instruction : Specia l n Date' anted: _ r 1 P.m. Requester: Phone No: 0A- -I9( INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431- Approved per applicable codes. Corrections required prior to approval. COMMENTS: kif I A 66Aii A Ins factor 60.00 REINSPECTION FE REQUIRED. 73 _ j ❑ $ ED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project: Type of Inspection: \ Address: /tom 7 S ... c . / lCw Date Called: .. —. Special Instructions: . D e Wanted: .m. 2 Z -2� p. m. Requester: Phone No: ?.19 —l' I -- 77f' INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206)431 -367 ❑ Approved per applicable codes. D Corrections required prior to approval. COMMENTS: -i\ )-P (rJ v 14 1 c P Inspec k + � \ (Date: ` El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Pro' t: C U� `� • ik ?--. -S _ i-3 .., ..,--€ Type of Inspection: ( ■ >re-!c S IA 6S u' Ad f dress Ca 3 � (# hc�nl�ev Date CaIle• 14A I t p�, Cr i( 3A. Special Instructions: / , Date anted: `7- f 7 aC : am p.m. Requester: Phone No: COMMENTS: • ik ?--. -S _ i-3 .., ..,--€ fie- A ToJCi. 1 - 6 ,6 9�-J re - bh(�� f � u' . r Inspect , A... „ .. k . s k 6 2) IDate -4( Prior to inspection, fee must be il ann "-Al 4......a ..a..I.....: a • .... $60.00 REINSPECTION FEE R QUIRED. _:� _• ['Inn c_..at.___a__ oi...J c..:a.. INSPECTION RECORD Retain a copy with permit bog- ict 1 PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 I A ' Approved per applicable codes. El Corrections required prior to approval. Receipt No.: 'Date: .4 Proje gie / Q Type of �n / ) / /A/C- /dre 35 . j� F ! , , � D,ate Called: Special Instructions: / p.m. 7-- /2-4 L l L Requester: Phone No: ‘ -2-93 -775 c INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 ,Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 1 Inspectr: (Date: $60.00 REINSPECTION FEE pUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.; Suite 100. Call to schedule reinspection. Receipt No.: !Date: N '.. insPeCton-:..\ `.u. Sprinklers: Rr n Hood & Duct: • 1 Pre- Fire: Permits, ". - Occupancy Type: INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 Project: Address: /613 5 Sr t. r Witt . #. Special Instruction Type of Inspection: L Contact Person: Phone No.: _.----g6C per applicable codes. COMMENTS: Coltiee c -po AWL U/ 5) 1 ran £11 E AI I)) ?1 via 4 r hug - ,.- DIC INSPECTION RECORD Retain a copy with permit 19 ► 3 ',3 PERMIT NUMBERS Corrections required prior to approval. Date: Hrs.. REINiCTION FEE REQUIRED. You will receive an invoice from iia Finance C epartment. Call to schedule a reinspection. ord/inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 COMMENTS: Type of Inspection: f; re. /4/4441 640.1 Address: / 6. 2.3 5 Suite #: Sc,ae4vY Contact Person: CAlrt'S Special Instructions: Monitor: r Phone No.: Permits: Occupancy Type: - a »W c (s 4 ,.....4 " .4_ d id. _ , I . s e . ,, , .f. . . 1 cr,,,-) 4-4, -i-k,_ r-xlze - - T.F. a q. .y.y y•. .y ••••/...,;-4 ` ' - - • . %. - i . ai` n • t ' `Y ....••• ,••ate•. - -- er^� � 5. +r. _ • - .e+�'4�s►i �� . � ..'�++►'� .:�+k,.:�o- r.+�.:.. �, . 4. : , • +.c . 1 • j J } r 4 • n (// Project: CG 7p y s q - Type of Inspection: f; re. /4/4441 640.1 Address: / 6. 2.3 5 Suite #: Sc,ae4vY Contact Person: CAlrt'S Special Instructions: Monitor: r Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: r Pre -Fire: — Permits: Occupancy Type: - a a INSPECTION NUMBER Approved per applicable codes. INSPEC I ON RECORD ..� Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Word/Inspection Reoord Form.Doc 1/13/06 PERMIT NUMBERS 444 Andover Park East, Tukwila Wa. 98188 206 - 575 =4407 Corrections required prior to approval. I. Inspector: j ,SAS Date: Hrs.: ) • n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call•to schedule a reinspection. T.F.D. Form F:P: 113 Project: c TvY5 Type of Inspection: -7 , gc 7 // - ! f Address: / r , 35 .5GoewY Suite #: Contact Person: Special Instructions //7 fit" 1, Phone Na.: Needs Shi#'tl spection: Sprinklers: Fire Alarm;. . & Duct: Monitor:` . .: Pre -Firer Permits: Occupancy Type: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT rk Fast_ Tukwila. Wa. 981$8 206- 575 - 4407 Approved per applicable codes. PERMIT NUMBERS Corrections required prior to approval. nspector Date: 7fG;" Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from ity of Tukwila Finance Department. Call to schedule a reinspectipn. Project: C a r Tay s Type of Inspection: Address: /G9 3 5 Suite #: 5 c 40,e w 41- ontact Person: Special Instructions: Monitor: Phone No.: Needs Shift Inspection: / Sprinklers: Fire Alarm: - Hood & Duct: Monitor: Pre -Fire: 1, Permits: Occupancy Type: ,.,, 1 • •�5w proved per applicable codes. • IN RECORD Retain a copy with permit r INSPECTION NUMBER PERMIT NUMBERS • CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East; Tukwila, Wa. 98188 206 - 575 -4407 Corrections required prior to approval. COMMENTS: M ' 're sr ? .51 09M .4 C T e cr• .*4 47•§ -. Afar A A 3 )_4414, - -ef/ . 1f Inspector: sid 5 J g • Date: • / ? / o g Hrs.: ?_ $80.00 REINSPECTION FEE REQUIRED: =You will receive an invoice from the City of Tukwila Fi ance-•Department: €alto schedul a reinspection. Word/Inspection Record ForT.Doc 1/13/06 7 1' C T.F.D. Form F.P. 113 Project: C 70 (1 Sprinklers: Type of Inspection: Hood &`Duct: Address: / 69 S ," Suite #: ,cc. fig kiit Contact Person: 7; Occupancy Type: Special Instructions: Phone No.: 022. ` 37/ - i g- 3. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood &`Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER Approved per applicable codes. Word /Inspection Record Form.Doc INSPEC'T'ION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 nCo rrections required prior to approval. COMMENTS: Q /9); 6A. i -Sr - ! /I ir r. 7�..�' l i r?� — 1� 5( J1 A t e 7 2.7'.6 Inspector: .5 IC $80.00 REINSPECTION FEE (REQUIRED, You wil receive an invoice from e City of Tukwila Finance Department. Call to schedule,.a r nspection. 1/1 T.F.D. Form F.P. 113 Kr & ASSOCIATES, INC. RECE VED GE ENGINEERING • ENVIRONMENTAL ENGINEE �� .'+ • ..� L1��0 CONSTRUCTION TESTING & INSPECTION COMMUNITY C1a 1319 8 Mr. Tom Sather SD Deacon Corporation 2375 130th Avenue NE #200 Bellevue, WA 98005 RE: Special lnspection Car Toys Tukwila, WA Dear Mr. Sather, In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors from July 7 through July 17, 2008. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939 -2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC Randall G. Hansen Project Manager Puyallup Division CC: City of Tukwila Offices Serving The Western United States KA No. 066 -08187 Permit No. D08 -191 922 Valley Avenue NW Suite 101 • Puyallup. Washington 98371 • (253) 939 -2500 • Fax (253) 939 -2556 uX I x' DFR Template I(r aziri &AssOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 7 July 2008 CONTRACTOR: SD Deacon PROJECT #: 066-08187 PERMIT NO: PROJECT: Car Toys INSPECTOR: Randy Hansen LOCATION: 61935 Southcenter Parkway JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: RGH Reinforcing Steel /Epoxy Inspection FIELD REPORT NO.: 8187DFR070708 -rh -1 WEATHER: Clear TEMP: 59 F On site as requested by the general contractor for resteel and epoxy inspection. Upon arrival at jobsite, made contact with the contractor and was informed that the work had been cancelled for the day. Departed the site and returned to the office. To the best of my knowledge, the above S uperintendent/Representative: AS ® / WAS NOT ❑ performed in accordance with the approved plans, specifications, and regulatory requirements. Technician: Offices Serving the Western U 2 ted States Equipment/Asset Number(s): Form 1501 r.2 Effective Date: 12 -20 -07 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. K 1 ' 21.Z 2LI TI & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND iNSPECTON DATE: r /VO8 PROJECT #: © • © Ar /87 PROJECT: C,1'' 7 gr LOCATION: / /YJ$J'€ /yi4 •r PArIAA19, KRAZAN PROJECT MANAGER: Zee / /jWcroz o/y LP/7Z fzeocr',e, /6v8,o Nd ®e1 'P /AelB/ ' a SP "c r ,*2 6,l'veppe'eF..0 .r/oct f - EquipmentiAsset Number(s): To the nest of my krow +edge, the above WAS ! WAS NOT performed 41 accordance with the approved plans, spec.ficaticns, and regulatcry requirem Superintendent /Representative: Revision : Etfecn•'e Date 51:Sr05 Me inf trnaunu itt vklcd ,n :no. •ett r > ,rep. wed 'hc : i.:usr ■.c .f he _:Sent. This ep::r• na., ,v.t he ernetuaed n tnv ronnai .vhaut :hl venru ierin:.•n:n .i he ent Ind 1r.v: n k \ ..04 rue. i.`0; Fieid Rrnnrr.tror ,vz a .. ,e ■tte CONTRACTOR: $' JURISDICTION: rt./kW/CAS A/14 PERMIT #: Der- /p/ INSPECTOR: ��91,Ar /x3tit 2 WEATHER: /iWJ /)F &LD„ /6'01 Serving the Western United States FIELD REPORT NO: 8 22 52 TEMP: DATE: � PROJECT # D 08� 7 PROJECT: e/9e raY.r LOCATION: /6 733 scurht vT£.e KRAZAN PROJECT MANAGER: ATC To c .Z31"1 & Associates, GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION WELDING Inc. REPORT 4578 CONTRACTOR: 54 bEACO.v PERMIT NO' DO de INSPECTOR: s9 %'4-J a/. ev JURISDICTION: 7 ! f/4 11/..te WEATHER: /NJ /.Of Ireaea mvc TEMP: 7 7° FIELD ❑ SHOP WELDING M.T. ❑ P.T. .V.T. item(s) inspected V- /Pe'6ARNeeI ?),me AT O 7R.i Ache p/v Exi.r7, 1/C $/ A /d£ /Np'dAPC /N 41 Z'//1ICh'4V /CAG AeZ04Z .4NCHGtR /N1r4 / /4r e.v 4 ,V Av.440.0 OPt/v /.i/6 frw.'cr /.e.v/ - Position: Fes VERITCAL HORIZONTAL OVERHEAD Filter Meta(90 /8 % •R Process: SMAW FCAW GMAW SAW ❑ Other: , .Weld Type: FILLET C.P. P.P. PLUG y 4COther:S/NC/C >F /49RE ✓4Retarz i�d.Weld Size 3/16" 1/4" 5/16" 3/8" ❑ Other: SC Codes: AWS AISC TITLE 21 TITLE 24 UBC ASME 4 7 - /fZreeirEU eNNC/Nld eS d .eAldw /N& .0•977 1:1 y ly08 - /r£Le /five .4N4 d o /ivy d trS /449 sea.erwves / P ewes/ — .C•D i . . - s - : A C Rr se .4rim ' A.VD `Yg.e•er /s .oar e, i.eINSD pUr,Q yId/,s D /, t/ 0-REI /eJY£O .4. tY.rwv.r ,/o.? rwz Ntlr .OmDR ®AE.vi v6S f+ 771TP.0 1/E4r ev.exemeEA e#9,4-9 o v d'/ s7.#//rlr/.e.v/zoa a 7024,14.•- Lvztr fY do ci ra /•wJ .r ml1 811/4,01.4/6 et vrR• tero.e 4 ( /• /9>dc'.uv vfca / a/epee/PA/co./0.ex /ov / /l4 l.aBXY A&r/ &�iD A'4 .PZCZ/Y4 rZR8/QC /0P1),2evA /74•40.e. 8.vc...erte `la""& r2' Rr "1 ec ». F.'e"IwJe e Z /CZ AWC•V0.e JAW 520 Aer /s►T 77ZrA4.✓F ice/ere/4w se.e.4ftciv /.ve /9r lYiq/ /,s 1/1(71 45'111Z .02eArg best of my knowledge, th abov WA W 6 3 a v L.e•aeo.wews- HOLWS .vvs Superintenden Oh- rv.. ABS • 7 NOT performed in accordance with the approved plans, specifications, and regulatory requiremitfi s. Technician: Serving the Western United States This `field report indicates our inspector's observaticn and testing results oased on the site condition arc contractor's activities. This information is subject to review onor to final submittal. By signing this report, our nspector does not accept responsibility for validity of results. Some information on this report has been provided oy others on site. Revision ' Effective Dime' 1 JI ip I',te :ntornau,.n n .ht. i. urt r :•pnnvi nr he - •t.:nat t•• .I he ,Ircnt am .cp•n nay t„ t •r .ninr••,i n my :urinal .v•thnnt the ur;nen prrmi.yom •,i ;hr .firm azan & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: ‘/9 0 PROJECT # Og /97 PROJECT af, 779W LOCATION: J6935 J1:74/7ALCFATi12/49.1euA4y KRAZAN PROJECT MANAGER: MPG FIELD ❑ SHOP WELDING M.T. 2 P.T. V.T. item(s) inspected/ /1 '%.Y 719 C U/7N ,$.2 /Q /NG ` )#5:f reC eA'/Wts C'G�ip /4 / r`tve $,l02 Deril t 4S _z reAR./ /x/g (91riWC//ivN /ea /&/c46E- 4ve∎stAtS ,97',I»e i,j #f.E' #/e 1,air, 'c- ' /7e' e Z $. /4/2•60. /A/4 .eiVTAAF Alfa 0.0r,■ 7-zsAd e- '' frae, eael' dA'Aetr ire eivBi teir a 44A.'4/Az B/ / A / p ,v,v ' .di. S� - Position: Process: -Weld Type: ' . /eld Size SMAW FILLET AWS To the best of my knowledge. th Superintendent/Representative: VERITCAL --s FCAW C.P. 1/4" AISC HORIZONTAL GMAW P.P. 5/® TITLE 21 CONTRACTOR: Sb bg�4 ®'v PERMIT NO 008 INSPECTOR: t 41 &IMO 7 JURISDICTION: A:e /L4 As/4 WEATHER: / �K'.giN ' OVERHEAD SAW PLUG 3/8" TITLE 24 WELDING REPORT NO.: 4 5 8 6 Serving the Western United States TEMP: 7g° - Filler Metal: t.° 79/8 H�'.9Q1.� /,4>%8 s ❑ Other: 02%9.4 614:4614:414/1 R. Otherf /• le / /,Mtrfl/6/�toielifre .Q�T /4.@LR41 ❑ Ot her UBC ASME aboA PA' / W S NOT performed in accordance with the approved plans. specifications, and regulatory requiremgA/iy Technic This geld report ,ndicates our inspectors ceserrahon and testing results based on the site condition and contractor's activities. This Information is subject to review prior to final submittal By signirg this 'eport, our nspecter does not accept responsibility for validity of - esults. Scme nfcrmaticn on this - epert has been provided by others cn site. Reviaan 1 EtTccuve Date: 1 1/15/07 the nfur:n. , r..»..ied Al hi: : poi! .• 2rcp.ueJ :in HOC ..a!uai., r.., i he Jieat. ^ .u. '_n:•r..nuv .e. ! .epruthiced n w? .ur:nai uehuw he . +riucu den :u..6 i :i !he ..icni rnd VA/an E • WELDING azan & Associates, Inc. REPORTNO.: 4580 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 7i/ PROJECT#: D6 - 9$ /f7 PROJECT: cA.42 1 b ( LOCATION L6 4f.S ,..reveirweWwrge AwAt'IU47 KRAZAN PROJECT MANAGER' leCe FidB6A1ee-sed 0 /.o6 . �� ��f 4 () �Y - AfeAf JeAr d L°irt6li ,ee•se CONTRACTOR: 4A ,?FA r6 V1 PERMIT NO: Da 8 /7/ INSPECTOR: Y/9»rrf$//J JURISDICTION: reloritJ<GN 4 14 /4-- WEATHER: /,,,,f/.0E 8,4 FIELD ❑ SHOP WELDING E M.T. ❑ P.T. inspected # /— , &.GTAR !% /Z) /A/C Ar J0m-1s/ /0✓fr-4/./AitTfOAe IAA/ Jo-0 re s/i.vd tire' £X /ter /Ne es e , e A ,- - - •/ of ••vls Aleit/ri..-AA 5l /AA.foiref t Utz • `'4 4?,,WflJ f/0.v mpe 4d/B /4,'n v e.v # .71m eimLl■■144 3 ,o, J ao g• ,e/ertD -/- erFOAR tvd /D /••a p ,s11rr c/ew s I✓10/1'7 - ee.teAVe'rCa /wiz • ti6 -- 7j Serving the Wes ' ern United States TEMP: 9.f di .3- £c/ — war ,' /r SdPe oez £y• -Ve'9 b3JE ?PFD /Herr 4/7 A 7" Tr ei ai err,8f / ' 5 RFate14. a-0,sedreeArgoor- e9,- OPJ/D 7.eJ.vt Hrf J'#4'J I FelparteWOA #oe 1921 .43 , 111Gme .4t 1 osition: D.E. VERITCAL HORIZONTAL OVERHEAD Filler Metal: E let..../ , 70/8 /S 9 ®/8 e Al ewe `Z -Process: let GMAW SAW ❑ Other: // RI: Weld Type: FIt 1 E. C.P. P.P. PLUG . Otherj El44,1t'E r0,Baoi'6!c/$/2/"A / dE ,/ We Id Size 3/16" 1/4" 5/1 6" 3/8" ❑ Other *A- Codes: �WS _NE_ TITLE 21 TITLE 24 UBC ASME 0.3 - g P -So - Afore/ z'er ctf-o V71, 6 cr e RIO 'f fir • � .E404,.10 e,yeb ze/veerl rr0 Alm t� ..Prdd C ' u /ee 0 - eoe aE f , j ›,:e AI/ C r/ f#c pm ,7l.�d.eJ / To the best of my knowledge, the abttr/ WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirement , Superintendent/Representative: Technician: This field report Indicates our inspector's observation and testing results based an the site condition and contractors activities. This I nformation is subject to review prior to final submittal. By sigrirg this report, our inspector does not accept responsibility for validity of results. Some information on this report has been provided by others on site. Revision 1 Effective Date 11/190' The information provided in ;hi, report repared +sir ;he sr'u.rve .,cc +f the diem T'.,is rep on may 9a, - reproduced n my format - .vnhool the tvntien permi,,nm •11 he :iiem Intl K:.,un :tr > •e,k,ates. _ ...„ K -=IMP DATE: 7 - azan & Associates, Inc. GEOTEECHNICAL E��N��G��I__NEEE/EKING • ENVIRONMENTAL ENGINEERING CONSTRUCTION y&& f G AND INSPECTION CONTRACTOR: !] n 0 ece, (: ©v1 PROJECT #: 1)66 O ^ D �i I� 7 JURISDICTION:G_ r) +(it h; L.✓; j PROJECT: r -( - H `� PERMIT #: 1) ro 5 1 LOCATION: , / 3 I'1 n ci-kr'. v d-PG eh,.�t3NSPECTOR:� I,.0 ho +7/ "�1nov- S KRAZAN PROJECT MANAGER: n G' i,J N'c..vt Sc' Y \ WEATHER: o(/e. SCa S 4- TEMP: _5 S- 1.4 Q J _Yl } — P _ .S P 2 (A ed ,// y, �Gr (: C q 0 1 .fi n � s' P l r a / 1 C t� P C . r r'� { //P -C /1 G S (e. rte'✓ PG/ 1- S Sci o `n 1 l 4.17 ,rN 9i n-e.5 s.,, G5 /:01,v 1C(47_( .2••aS ceQ CO _17). 7 G C•S ± ice or II To The best cf my knowledge. the a Superintendent /Representative: 1501 Fie&J Repon.dor Serving the Western United States FIELD REPORT NO: 8 2 4 31 )C- �� F Jc,C e� 1 /1 9 e3/5$ • c . . 6 �7 �/ 'v' hC7X - 7' 5 /, 7� 6 C / r (� c? s (' // PG/ u 1 CA (. - e I� /' o Y' n1 I`ri�0-he' f.� (/t $ i Vn G (' /-� 1'\- :c, 15 2 tr✓e C SO n -;ri o Equipment/Asset Number(s) OT performed In accordance with the approved plans, specifications. and regulatory requirements. Technician: _... _._ Revision I Effective Date: 5 / :5r05 Ihe'niumwti,m pruvnled m :his epurt :, prepared for he eadu,tve .1,e it the .hest. Cu., elxtrt mev apt 'se :epn.duced .n anv ;urm.0 - - vnhnut ' hr +mien r x•nnts.,Iun ,f he iicnt and Knzan de 4ssx-tates. 2013 4 Avenue SUITE 202 SEATTLE, WASHINGTO TELEPHONE: (206) 615 -9700 FAX: (206) 615 -7737 WEB SITE: www.rfaengineers.com FILE COPY STRUCTURAL CALCULATIONS Car Toys Southcenter New Openings in Concrete Panels 16935 Southcenter Parkway Tukwila, WA 98188 RFA PROJECT NO.: 080404 -03 DATE: June 2008 CODE: International Building Code 2006 REVIEWED FOR CODE COMPLIANCE rfa structural enginee s APPROVED JUL 16 2009 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUN 17 2008 po PERMIT CENTER EXPIRES 9/17/ cc7 EVISION N00j_ %I1r % LL i I - � - J 4 y -1, l . b ,) 1 ) 6)1� Q4-i Q b0 I 1#?ry 3i , I I I -� 0 � I r. 7 75 �� ?• i �f , I I G + f f '7 .-�- QrllM - . �kia -- 81. i I - + 1 1 ! , ems' T - �; O ry Nq � r i 7'. L 1 r- • S I O A�y -� , '` t .. cr V - b 1 i _�____i J�___' _ —_ ; —z- i i ___ _. i i ` ' S —_1 __ Y /,./ s i � y • ( e. _..,i , i R ' i , ( I Y_ 1 7 1 I i i ' ( i ! rr x, 91: r 1 1 ._.. _,.._......._. _...... /A ? j ! i� _ ' 1 i a I — " i - xo /s Q.L co rfa structural engineers SUBJECT PROJECT CLIENT RFA NO. DATE • DESIGN SHEET NO. i . .... . . 6 . if4 k ____._— __ -.___. - ...... I L ( .,_— _- _. I . . .) _ _.,__... -__ -_ I : 1 i i 1 1 t 1 i 1 i__ _.y... 1 i , 1 1 } ! 1 i , i —.___ I _ _.}__ V i _ ___. _. i ^ i �_. _ } ._. I S i 1 _.._ .I 1 i # E ! 1 1 � y t i 1 A _ 1 1 1 i i i I 3 I t i 1 � ._._ j.- i i } i 1 � ' i i 1 i t � !! 1 i I I I - -- 1 - -- .T ._ _ T :0_ - . 1 I F- ,.__._._j. _ _. _A. I } } -- .. -__._ 1 1 L. 1 1 1 1 1 i 1 _ 1 —'A rfa structural engineers SUBJECT PROJECT CLIENT RFA NO. DATE • DESIGN SHEET NO. Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 47.45 Longitude = - 122.26 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B- Fa= 1.0,Fv =1.0 Data are based on a 0.05 deg grid spacing Period Sa (sec) (g) 0.2 1.415 (Ss, Site Class B) 1.0 0.484 (S1, Site Class B) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 47.45 Longitude = - 122.26 Spectral Response Accelerations SMs and SM1 SMs = FaSs and SM1 = FvS1 Site Class D - Fa = 1.0 ,Fv = 1.516 Period Sa (sec) (g) 0.2 1.415 (SMs, Site Class D) 1.0 0.734 (SM1, Site Class D) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 47.45 Longitude = - 122.26 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D - Fa = 1.0 ,Fv = 1.516 Period Sa (sec) (g) 0.2 0.943 (SDs, Site Class D) �,3 Rev: 580003 User: KW- 0600732 Ver 5.8.0, 1- Dec•2003 (c)1983 -2003 ENERCALC Engineering Software Single Span Beam Analysis Page 1 frm. ecw: C atculations Description parapet General Information Center Span Left Cantilever Right Cantilever On Center Span... # 1 0.027 k/ft Query Values Center Location Moment Shear Deflection Summary 3.00 ft 1.00 ft 4.00 ft 0.000 ft -0.01 k -ft -0.17 k 0.00000 in Moment of Inertia Elastic Modulus Beam End Fixity On Left Cantilever... # 1 0.027 k/ft Left Cant Moments... Shears... Max + @ Center 0.00 k-ft at 0.00 ft @ Left Max - @ Center -0.65 k -ft at 3.00 ft @ Right @ Left Cant -0.01 k -ft Maximum @ Right Cant -0.65 k -ft Deflections... @ Center Maximum = 0.65 k -ft @ Left Cant. @ Right Cant Title : Dsgnr: Description : Scope : 1,000.000 in4 29,000 ksi Pin -Pin 0.000 ft 0.00 k -ft 0.00 k 0.00000 in 0.17 k 0.32 k 0.32 k Right Cant Reactions... @ Left @ Right 0.000 in at 1.75 ft 0.000 in at -1.00 ft -0.000 in at 7.00 ft Job # Date: 12:04PM, 13 JUN 08 On Right Cantilever... # 1 0.081 k/ft 3.000 ft -0.65 k -ft -0.25 k 0.00000 in -0.14 k 0.58 k 7,1 Rev: 580007 User: KW- 0600732, Ver 5.8.0, 1- Dec -2003 c)1983 -2003 ENERCALC Engineering Software Description girt x - 27% W/ 6X6 General Information Steel Section : HSS6X6X1 /4 Center Span Left Cant. Right Cant Lu : Unbraced Length Distributed Loads Note! Short Term Loads Are WIND Loads. DL LL ST Start Location End Location Summary #1 0.140 18.000 1 Using: HSS6X6X1 /4 section, Span = 18.00ft, Fy = 46.0ksi End Fixity = Pinned - Pinned, Lu = 0.00ft, LDF = 1.000 Actual Allowable Moment 6.391 k -ft 24.136 k -ft fb : Bending Stress 8.039 ksi 30.360 ksi fb / Fb 0.265 : 1 Shear fv : Shear Stress fv / Fv 18.00 ft 0.00 ft 0.00 ft 0.00 ft #2 #3 1.420 k 0.508 ksi 0.028 : 1 Pinned - Pinned Bm Wt. Added to Loads LL & ST Act Together Title : Dsgnr: Description : Scope : Steel Beam Design Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Fy 46.O0ksi Load Duration Factor 1.00 Elastic Modulus 29,000.0 ksi #4 #5 51.446 k 18.400 ksi #6 Page 1 frm. ecw: Calculations #7 k/ft k/ft k/ft ft ft Max. Deflection Length /DL Defl Length /(DL +LL Defl) Job # Date: 12:04PM, 13 JUN 08 Beam OK Short Term Load Case Governs Stress -0.449 in 4,261.6 : 1 480.7 : 1 [Force & Stress Summary « -- These columns are Dead + Live Load placed as noted - -» DL LL LL +ST LL LL +ST Maximum Only Ca. Center Ca)_ Center Ca. Cants 4 Cants Max. M + 6.39 k -ft 0.72 6.39 k -ft Max. M - k-ft Max. M @ Left k ft Max. M @ Right k -ft Shear @ Left 1.42 k 0.16 Shear @ Right 1.42 k 0.16 k Center Defl. Left Cant Defl Right Cant Defl -0.449 in 0.000 in 0.000 in ...Query Defl @ 0.000 ft Reaction @ Left 1.42 Reaction @ Rt 1.42 Fa calc'd per Eq. E2 -1, K *Ur < Cc -0.051 0.000 0.000 0.000 0.16 0.16 Section Properties HSS6X6X1 /4 Depth 6.000 in Weight Web Thick 0.233 in Ixx Width 6.000 in lyy Flange Thick 0.233 in Sxx Area 5.24 in2 Syy Rt 0.000 in R -xx Values for LRFD Design.... R J 45.600 in4 Zx Cw 15.40 in6 Zy 0.000 0.000 0.000 0.000 17.80 #/ft 28.600 in4 28.600 !n4 9.540 in3 9.540 in3 2.340 in 2.340 in 11.200 in3 11.200 in3 1.42 1.42 -0.449 0.000 0.000 0.000 1.42 1.42 0.000 0.000 0.000 0.000 in 0.000 in 0.000 in 0.000 0.000 in k k 1v Rev: 580007 User: KW-0600732, Ver 5.8.0, 1- Dec -2003 (c)1983 -2003 ENERCALC Engineering Software Description girt y (x2) - 57% General Information Steel Section : HSS10X6X1 /4 Title : Dsgnr: Description : Scope : Steel Beam Design Job # Date: 12:04PM, 13 JUN 08 Page 1 frm. ecw: Calculations Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Fy <, t.,..,..n....._,..<H...,._.. s.. ,. •, "46.00ksi Load Duration Factor 1.00 Elastic Modulus 29,000.0 ksi Depth Web Thick Width Flange Thick Area Rt Center Span Left Cant. Right Cant Lu : Unbraced Length DL LL ST Start Location End Location Summary Using: HSS10X6X1 /4 section, Span End Fixity = Pinned - Pinned, Lu = 0. #1 0.445 0.220 Moment fb : Bending Stress fb / Fb Shear fv : Shear Stress fv / Fv Force & Stress Summary Max. M + Max. M - Max. M @ Left Max. M @ Right Shear @ Left Shear @ Right Center Defl. Left Cant Defl Right Cant Defl Maximum 27.91 k -ft 6.20 k 6.20 k -0.579 in 0.000 in 0.000 in ...Query Defl @ 0.000 ft Reaction @ Left 6.20 Reaction @ Rt 6.20 Fa calc'd per Eq. E2 - 1, K *Ur < Cc Values for LRFD Design.... J Cw 10.000 in 0.233 in 6.000 in 0.233 in 7.10 in2 3.000 in 96.700 in4 26.20 in6 18.00 ft 0.00 ft 0.00 ft 0.00 ft #2 Pinned - Pinned Bm Wt. Added to Loads LL & ST Act Together Distributed Loads Note! Short Term Loads Are WIND Loads. #3 #4 = 18.00ft, Fy = 46.0ksi OOft, LDF = 1.000 Actual Allowable 27.909 k -ft 49.082 k -ft 17.263 ksi 30.360 ksi 0.569 : 1 6.202 k 1.331 ksi 0.072 : 1 «- These columns are Dead + Live Load placed as noted -» DL LL LL +ST LL LL +ST Only a Center (7a Center Cants a Cants 19.00 27.91 4.22 4.22 -0.394 0.000 0.000 0.000 4.22 4.22 Weight Ixx Iyy Sxx Syy R -xx R -yy Zx Zy 6.20 6.20 -0.579 0.000 0.000 0.000 6.20 6.20 85.744 k 18.400 ksi 24.12 #/ft 96.900 in4 44.100 in4 19.400 in3 14.700 in3 3.690 in 2.490 in 23.600 in3 16.600 in3 -0.579 0.000 0.000 0.000 6.20 6.20 #5 Max. Deflection Length /DL Defl Length /(DL +LL Defl) 0.000 0.000 0.000 0.000 #6 #7 k/ft k/ft k/ft ft ft Beam OK Static Load Case Governs Stress k -ft k -ft k -ft k -ft k k 0.000 in 0.000 in 0.000 in 0.000 in k k -0.579 in 547.8 : 1 372.9 : 1 Section Properties HSS10X6X1 /4 1 . 3 Rev: 580007 User: KW- 0600732. Ver 5.8.0, 1- Dec -2003 (c)1983-2003 ENERCALC Engineering Software TN „ Description strongback - seismic Point Loads Steel Section : HSS6X6X3 /16 Center Span Left Cant. Right Cant Lu : Unbraced Length Distributed Loads DL LL ST Start Location End Location Dead Load Live Load Short Term Location #1 #1 Summary 0.054 1.300 Shear fv : Shear Stress fv / Fv Force & Stress Summary 14.00 ft 0.00 ft 0.00 ft 14.00 ft 0.473 k 0.226 ksi 0.012 : 1 Pinned - Pinned Bm Wt. Added to Loads LL & ST Act Together Title : Dsgnr: Description : Scope : Steel Beam Design General Information Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 #2 #3 #4 #5 #2 #3 #4 #5 Using: HSS6X6X3 /16 section, Span = 14.00ft, Fy = 46.0ksi End Fixity = Pinned - Pinned, Lu = 14.00ft, LDF = 1.000 Actual Allowable Moment 1.654 k -ft 17.066 k -ft fb : Bending Stress 2.675 ksi 27.600 ksi fb / Fb 0.097: 1 38.419 k 18.400 ksi « -- These columns are Dead + Live Load placed as noted - -» DL LL LL +ST LL LL +ST Maximum Only a Center A Center (rD Cants (rD Cants Max. M + 1.65 k -ft 0.33 Max. M - Max. M @ Left Max. M @ Right Shear @ Left 0.47 k 0.09 Shear @ Right 0.47 k 0.09 Center Defl. -0.090 in -0.018 0.000 -0.090 Left Cant Defl 0.000 in 0.000 0.000 0.000 Right Cant Defl 0.000 in 0.000 0.000 0.000 ...Query Defl @ 0.000 ft 0.000 0.000 0.000 1.65 0.47 0.47 Fy Load Duration Factor Elastic Modulus Note! Short Term Loads Are WIND Loads. Note! Short Term Loads Are WIND Loads. Beam OK Short Term Load Case Governs Stress Max. Deflection Length /DL Defl Length /(DL +LL Defl) 0.000 0.000 0.000 0.000 #6 #6 Job # Date: 12:04PM, 13 JUN 08 46.00 ksi 1.00 29,000.0 ksi #7 k/ft k/ft k/ft ft ft #7 k k k ft 0.000 in Reaction @ Left 1.77 0.09 1.77 k Reaction @ Rt 0.47 0.09 0.47 k Fa calc'd per Eq. E2 - 2, K'Ur > Cc -0.090 in 9,298.0 : 1 1,861.7: 1 k -ft k -ft k -ft k -ft k k 0.000 in 0.000 in 0.000 in Page 1 frm. ecw. Calculations �VI Rev: 580007 User: KW- 0600732, Ver 5.8.0, 1- Dec -2003 (c)1983-2003 ENERCALC Engineering Software Description strongback - wind Steel Section : HSS6X6X3 /16 Center Span Left Cant. Right Cant Lu : Unbraced Length Distributed Loads #1 DL LL ST 0.150 Start Location End Location Summary j Shear fv : Shear Stress fv / Fv Force & Stress Summary Shear @ Left 1.14 k Shear @ Right 1.14 k Center Defl. -0.219 in Left Cant Defl 0.000 in Right Cant Defl 0.000 in ...Query Defl @ 0.000 ft Reaction @ Left 1.14 Reaction @ Rt 1.14 Fa calc'd per Eq. E2 - 2, K *Ur > Cc 14.00 ft 0.00 ft 0.00 ft 14.00 ft 1.145 k 0.548 ksi 0.030 : 1 0.09 0.09 -0.018 0.000 0.000 0.000 0.09 0.09 Steel Beam Design [General Information Pinned - Pinned Bm Wt. Added to Loads LL & ST Act Together #2 #3 #4 #5 Using: HSS6X6X3 /16 section, Span = 14.00ft, Fy = 46.0ksi End Fixity = Pinned- Pinned, Lu = 14.00ft, LDF = 1.000 Actual Allowable Moment 4.006 k -ft 17.066 k -ft fb : Bending Stress 6.479 ksi 27.600 ksi fb / Fb 0.235: 1 « -- These columns are Dead + Live Load placed as noted - -» DL LL LL +ST LL LL +ST Maximum Onlv as Center a Center Cad Cants (cD. Cants Max. M + 4.01 k -ft 0.33 4.01 k -ft Max. M - k -ft Max. M @ Left k -ft Max. M @ Right k -ft 0.000 0.000 0.000 0.000 Title : Dsgnr: Description : Scope : 38.419 k 18.400 ksi Section Properties HSS6X6X3 /16 Depth , . ,. _ ...,.... _9.... 6.000 in ...., Weight 13.52 #/ft Web Thick 0.174 in Ixx 22.300 in4 Width 6.000 in lyy 22.300 in4 Flange Thick 0.174 in Sxx 7.420 in3 Area 3.98 in2 Syy 7.420 in3 Rt 0.000 in R -xx 2.370 in Values for LRFD Design.... R 2.370 in J 35.000 in4 Zx 8.630 in3 Cw 11.80 in6 Zy 8.630 in3 Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Fy 46.00 ksi Load Duration Factor 1.00 Elastic Modulus 29,000.0ksi 1.14 1.14 -0.219 0.000 0.000 0.000 1.14 1.14 Note! Short Term Loads Are WIND Loads. 0.000 0.000 0.000 #6 Job # Date: 12:04PM, 13 JUN 08 #7 Beam OK Short Term Load Case Governs Stress Max. Deflection Length /DL Defl Length /(DL +LL Defl) k k 0.000 in 0.000 in 0.000 in 0.000 0.000 in k k Page 1 frm.ecw: Calculations k/ft k/ft k/ft ft ft -0.219 in 9,298.0 : 1 768.7:1 1.5 pt. 0 0Q ee re) FILE COPY <, i6 t&kDDL ID° sip 149 CORRECTION LTR# k° REVISION NOLL F v t,t 'ED 09 TER ...... - . a D 1 ---. .... \ 5 ) 9 ....... ....,.. R i 1.40 i OR • • ...-• 0 ..in I % _ _ ; 1 1 ...._—___4__Li 1 ; 1 ; r ; -.4. • •i• , I . kap ' t d 6RFS . . --{ , . • . _ I , , c-i.1-17.. 1 , ,i 1 . ' . , ..,4 t I .,,i i-- 'r I . _ , sq' 4 , OF 1 • . , ilk Ai 1 1 • . . . i i ...... 4 ..... ir . ju;,... ..-.0,;1.--- 1 1 1 , • , 1 r , ■ ' ___,... 11111111111.111ILMIIIII a...,....o....voir I ra sillMr,oft.11MIO... W oillIveynn• ---- F 1 ■ 4 e EINEM , ,„..,.........„,...",,.74,74P-1111.....V.:-+-Gr....-.7, .... lid WEB IIIIIIMMINI .... 11010.11111.101 4... A ' & ---, . • . i MIMI InitilliWAX MIMI -...". — - -v°.- ::: '''' ,- ''''..- ••• ...... • *if* 7 . — i 1 — , - . !MP . .411 , -.1411•21110,411trirCIIII.. "am.- - . ..............,-,....ro ....,_ . mi ,,,...,-------- MO i ----- ' ,.. ..■........ ,......:...:.......-;41:-=..-............---.........iiloN.:-..e....-....;.mor ■ ..... ...." , PP- T .-- ' - ""b- 1 '"- - ILI II, - j • - 1 _s_,..,... , Al I ___dBleEgO / ' • C C.AST 7 - C;:o , .ty- ID- .4' i 6r1 37,t5 . _ _ I ..-.I....- i I -- I -- "Fe l l ! c 1 4 F . 1 : , I I L PEN 7 - - -4 ! 1 10211110 _..." I , 4. -- 34? ‘ -- — . ■• 4_111., 1 0 .m ''. • ' mild, oi 0 l iletii - ; - PERWT-6E-1 .yabor 1 ! CODECO ' . ' n 1 , , , • . T- 1___W 1 ill ..... • cpNe: I jAppitm..( A 1 1 . 4, e QLtI . ...-P., : ! ' •Ti. 0 "" ----- 7 -- i —I— . gL:-- I I 1 . . . ..._ _ ' -..a• rtlil r t f 4kst■JP ON)1.-- ":' • 1 I ! (Nt '. A I Imo' nivieinm I • -a ... • 1... _ 6 4X h. - - pt. 0 0Q ee re) FILE COPY <, i6 t&kDDL ID° sip 149 CORRECTION LTR# k° REVISION NOLL F v t,t 'ED 09 TER S sh Berm T Detailed Description Email this to a friend Your Price $299.95 11:11 Qty 1 Auto Detailing Training, Equipment and Supplies > Wash Mats, Water Containment > Clean up your detailing act with the Wash Berm! Stay in compliance with local laws by containing your wash water with the Wash Berm. Simply place the Wash Berm near the gutter to capture water before it reaches the sewer drain, or use anywhere to capture wash water. Use a standard wet vac to vacuum the wash water into a holding tank, oil /water separator system or septic sewer. Made of abrasion resistant plastic, the Wash Berm is water proof and easy to clean. 1 i Email this to a friend Mobile Wash Mat DE1900 Includes: Pump, Hose & Waste Water Tank! Wash Mats are available with your choice of 60, 90, 115 or 200 Gallon Water Tanks. Detailed Description Wash cars anywhere and comply with local EPA regulations. Containing your wash water and staying compliant with local laws can help you get profitable corporate accounts and gain access to high end neighborhoods where water run off is not allowed. Rightlook.com's wash mat is a worthwhile investment! Show your customers you care about the environment! This heavy -duty mobile wash mat is a must for mobile detailers! This sturdy vinyl wash mat measures 20' x 10' and includes pump, hose and waste water tank. Custom -sized mats are also available. Easy setup and breakdown! Features: • Environmentally friendly Meets EPA requirements for compliance • Complete water containment • Easy to set up and take down • 20' x 10' Wash Mat (DE1905) • Waste Water Tank • Water Pump with Filter (DE1910 -A) • 25' Hose • Puddle Scoop Assembly for Wash Mat (DE1915 -A) • Hose Kit Assembly for Wash Mat (DE1918 -A) Call For Pricing and Shipping Rate! � y mpsters -_- vou1d-i =r and mat placed in the location , Project Info Project Address 16935 Southcenter Parkway Date 4/15/2008 Tukwila, WA 98188 For Building Department Use Applicant Name: Keith Smith Applicant Address: 1725 Westlake Ave. N, Suite 210 Applicant Phone: Seattle, WA 98109 Project Summ P RJ -SUM 2006 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form FivLE COPY r --...- •-•... F • r D o 8 -X9 REVIEWED FOR CODE COMPLIANCE APPROVED Revised July 2007 RECEIVED APR 15 2008 PERMIT CENTER Project Info Project Address 16935 Southcenter Parkway Date 4/15/2008 Tukwila, WA 98188 For Building Department Use 101 Applicant Name: Keith Smith Applicant Address: 1725 Westlake Ave. N, Suite 210 Applicant Phone: Seattle, WA 98109 Project Description 5883.0 ❑ New Building ❑ Addition ✓ Alteration ✓ Plans Induded Indicate controls (Sections 1513) including commissioning requirements on plans. Compliance Option 0 Prescriptive ® Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Location (floor /room no.) Occupancy Description Allowed Watts per ft Area in ft Allowed x Area 101 Ll - CANOPY MTD. LINEAR FLUORESCENT retail 1.50 3922.0 5883.0 103 14 stock room 0.50 593.0 296.5 104 64.0 install 0.90 3974.0 3576.6 64.0 " From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 9756.1 Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed 101 Ll - CANOPY MTD. LINEAR FLUORESCENT 57 64.0 3648.0 101 12 - RECESSED FLUORESCENT 14 26.0 364.0 103 L1 - CANOPY MTD. LINEAR FLUORESCENT 10 64.0 640.0 104 Ll - CANOPY MTD. LINEAR FLUORESCENT 57 64.0 3648.0 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 8300.0 2006 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form nterior Lighting Summary LTG -INT Revised July 2007 Maximum Allowed Lighting Wattage Proposed Lighting Wattage Notes: 1. For proposed Fixture Description, indicate fixture type, Tamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts/Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. For track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts/Fixture blank. Use' LPA` (W /sf) Use' LPA` (W /sf) Automotive facility 0.9 Office buildings, office/administrative areas in facilities of other use types (including but not limited to schools hospitals, institutions, museums, banks, churches) 1.0 Convention center 1.2 Penitentiary and other Group 1 -3 Occupancies 1.0 Courthouse 1.2 Police and fire stations' 1.0 Cafeterias, fast food establishments', restaurants /bars 1.3 Post office 1.1 Dormitory 1.0 Retail ', retail banking, mall concourses, wholesale stores (pallet rack shelving) 1.5 Exercise center 1.0 School buildings (Group E Occupancy only), school classrooms, day care centers 1.2 Gymnasia', assembly spaces' 1.0 Theater, motion picture 1.2 Health care clinic 1.0 Theater, performing arts 1.6 Hospital, nursing homes, and other Group 1 -1 and 1 -2 Occupancies 1.2 Transportation 1.0 Hotel/motel 1.0 Warehouses ', storage areas 0.5 Hotel banquet/conference/exhibition hall' :` 2.0 Workshops 1.4 Laboratory spaces (all spaces not classified laboratory" shall meet office and other appropriate categories) 1.8 Parking garages 0.2 Laundries 1.2 Libraries' 1.3 Plans Submitted for Common Areas Only' Manufacturing facility 1.3 Main floor building lobbies' (except mall concourses) 1.2 Museum 1.1 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.8 Prescriptive Spaces Occupancy: 0 Warehouses, storage areas or aircraft storage hangers 0 Other Q ualification Checklist Note: If occupancy type is "Other' and fixture answer is checked, the number of fixtures in the space is not limited by Code. Clearly indicate these spaces on plans. If not qualified, do LPA Calculations. Lighting Fi (Section 1521) Check if 95% or more of fixtures comply with 1,2 or 3 and rest are ballasted. 1. Fluorescent fixtures which are non - lensed with a 1 or 2 two lam s b reflector ) P ) or louvers, c) 5-60 watt T -1, T -2, T-4, T -5, T-8 lamps, and d) hard -wired elec- tronic dimming ballasts. Screw -in compact fluorescent fixtures do not qualify. 2. Metal Halide with a) reflector b) ceramic MH lamps <= 150w c) electronic ballasts 3. LED lights. 2006 Washington State Nonresidential Energy Code Compliance Form I Lighting Summary (back) LTG -INT 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 TABLE 15 -1 Unit Liahtina Power Allowance (LPA Footnotes for Table 15 -1 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6) Reserved. 7) For conference rooms and offices less than 150ft with full height partitions, a Unit Lighting Power Allowance of 1.10 w /ft may be used. 8) Reserved. 9) For indoor sport tournament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is 2.60 W /ft 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three - quarter- height partitions (transparent or opaque). and lighting for free - standing display where the lighting moves with the display are exempt. An additional 1.5 w /ft of merchandise display luminaires are exempt provided that they comply with all three of the following: a) located on ceiling- mounted track or directly on or recessed into the ceiling itself (not on the wall). b) adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). c) fitted with LED, tungsten halogen, fluorescent, or high intensity discharge lamps. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. 2006 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form Lighting Power Allowance Adjustments LTG -LPA Project Address 116935 Southcenter Parkway I Date 4/15/2008 Use this form if you are claiming any ceiling height adjustments for your Lighting Power Allowances for interior lighting. The Occupancy Description should agree with the "Use" listed on Code Table 15 -1. Identify the appropriate Ceiling Height Limit (9 feet, 12 feet or 20 feet) on which the adjustment is based. The Adjusted LPA is calculated from this number and from the Allowed Watts per ft Carry the Adjusted LPA to the corresponding "Allowed Watts per ft location on LTG -SUM. Adjusted Li &hting Power Allowances (Interior) •' From Table 15 -1 based on exceptions listed in footnotes Revised July 2007 Location (floor /room no.) 101 103 Occupancy Description SALES STOCK ROOM Allowed Watts per ft 1.50 0.50 Ceiling Height for this room 12.0 feet 12.0 feet Ceiling Height limit for this exception" 12 feet 12 feet Adjusted LPA Watts per ft 1.50 0.50 Lighting, Motor, and Transformer Permit Plans Ch LTG -CHK 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address 16935 Southcenter Parkway 'Date 4/15/2008 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the 2006 Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) I Code Section I Component I Information Required I Location on Plans I Building Department Notes LIGHTING CONTROLS (Section 1513) yes 1513.1 Local controlaccess Schedule with type, indicate locations E_1 no 1513.2 Area controls Maximum limit per switch no 1513.3 Daylight zone control Schedule with type and features, indicate locations n. a. vertical glazing Indicate vertical glazing on plans n.a. overhead glazing Indicate overhead glazing on plans no 1513.4 Display /exhib /special Indicate separate controls 1513.5 Exterior shut -off Schedule with type and features, indicate location yes (a) timer w/backup Indicate location E-1 no (b) photocell. Indicate location 1513.6 Inter. auto shut -off Indicate location yes 1513.6.1 (a) occup. sensors Schedule with type and locations E_1 no 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans no 1513.7 Commissioning Indicate requirements for lighting controls commissioning EXIT SIGNS (Section 1514) yes I 1514 (Max. watts 'Indicate watts for each exit sign 1 131 LIGHTING POWER ALLOWANCE (Section 1530 -1532) yes 1531 Interior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture no 1532 Exterior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture MOTORS (Section 1511) yes I 1511 IElec motor efficiency IMECH -MOT or Equipment Schedule with hp, rpm, efficiency I M _2 1 TRANSFORMERS (Section 1540) yes I 1540 (Transformers 'Indicate size and efficiency IE_2 1 2006 Washington State Nonresidential Energy Code Compliance Form If "no" is circled for any question, provide explanation: Lighting - General Requirements 1513 Lighting Controls: Lighting, including exempt lighting in Section 1512, shall comply with this section. Where occupancy sensors are cited, they shall have the features listed in Section 1513.6.1. Where automatic time switches are cited, they shall have the features listed in Section 1513.6.2. 1513.1 Local Control and Accessibility: Each space, enclosed by walls or ceiling- height partitions, shall be provided with lighting controls located within that space. The lighting controls, whether one or more, shall be capable of turning off all lights within the space. The controls shall be readily accessible, at the point of entry/exit, to personnel occupying or using the space. EXCEPTIONS: The following lighting controls may be centralized in remote locations: 1. Lighting controls for spaces which must be used as a whole. 2. Automatic controls. 3. Controls requiring trained operators. 4. Controls for safety hazards and security. 1513.2 Area Controls: The maximum lighting power that may be controlled from a single switch or automatic control shall not exceed that which is provided by a 20 ampere circuit loaded to not more than 80 %. A master control may be installed provided the individual switches retain their capability to function independently. Circuit breakers may not be used as the sole means of switching. EXCEPTIONS: 1. Industrial or manufacturing process areas, as may be required for production. 2. Areas less than 5% of the building footprint for footprints over 100,000 ft 1513.3 Daylight Zone Control: All daylighted zones, as defined in Chapter 2, both under overhead glazing and adjacent to vertical glazing, shall be provided with individual controls, or daylight- or occupant- sensing automatic controls, which control the lights independent of general area lighting. Contiguous daylight zones adjacent to vertical glazing are allowed to be controlled by a single controlling device provided that they do not include zones facing more than two adjacent cardinal orientations (i.e. north, east, south, west). Daylight zones under overhead glazing more than 15 feet from the perimeter shall be controlled separately from daylight zones adjacent to vertical glazing. EXCEPTION: Daylight spaces enclosed by walls or ceiling height partitions and containing 2 or fewer light fixtures are not required to have a separate switch for general area lighting. 1513.4 Display, Exhibition and Specialty Lighting Controls: All display, exhibition or specialty lighting shall be controlled independently of general area lighting. 1513.5 Automatic Shut -off Controls, Exterior: Lighting for all exterior applications shall have automatic controls capable of tuming off exterior lighting when sufficient daylight is available or when the lighting is not required during nighttime hours. Lighting not designated for dusk -to -dawn operation shall be controlled by either: a. A combination of a photosensor and a time switch; or b. An astronomical time switch. Lighting designated for dusk -to -dawn operation shall be controlled by an astronomical time switch or photosensor. All time switches shall be capable of retaining programming and the time setting during loss of power for a period of at least 10 hours. EXCEPTION: Lighting for covered vehicle entrances or exits from buildings or parking structures where required for safety, security, or eye adaptation. 1513.6 Automatic Shut -Off Controls, Interior: Buildings greater than 5,000 ft and all school classrooms shall be equipped with separate automatic controls to shut off the lighting during unoccupied hours. Within these buildings, all office areas less than 300 ft enclosed by walls or ceiling - height partitions, and all meeting and conference rooms, and all school classrooms, shall be equipped with occupancy sensors that comply with Section 1513.6.1. For other spaces, automatic controls may be an occupancy sensor, time switch or other device capable of automatically shutting off lighting. EXCEPTIONS: 1. Areas that must be continuously Illuminated (e.g., 24 -hour convenience stores), or 2006 Washington State Nonresidential Energ Code Com • liance Form Lighting, Motor, aind Transformer Permit Plans Checklist LTG -CHK 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 illuminated in a manner requiring manual operation of the lighting. 2. Emergency lighting systems. 3. Switching for industrial or manufacturing process facilities as may be required for production. 4. Hospitals and laboratory spaces. 5. Areas in which medical or dental tasks are performed are exempt from the occupancy sensor requirement. 1513.6.1 Occupancy Sensors: Occupancy sensors shall be capable of automatically tuming off all the lights in an area, no more than 30 minutes after the area has been vacated. Light fixtures controlled by occupancy sensors shall have a wall- mounted, manual switch capable of turning off lights when the space is occupied. EXCEPTION: Occupancy sensors in stairwells are allowed to have two step lighting (high -light and low - light) provided the control fails in the high -light position. 1513.6.2 Automatic Time Switches: Automatic time switches shall have a minimum 7 day clock and be capable of being set for 7 different day types per week and incorporate an automatic holiday "shut -off' feature, which tums off all loads for at least 24 hours and then resumes normally scheduled operations. Automatic time switches shall also have program back -up capabilities, which prevent the loss of program and time settings for at least 10 hours, if power is interrupted. Automatic time switches shall incorporate an over -ride switching device which: a. is readily accessible; b. is located so that a person using the device can see the lights or the areas controlled by the switch, or so that the area being illuminated is annunciated; c. is manually operated; d. allows the lighting to remain on for no more than 2 hours when an over -ride is initiated; and e. controls an area not exceeding 5,000 ft or 5% of the building footprint for footprints over 100,000 ft whichever is greater. 1513.7 Commissioning Requirements: For lighting controls which include daylight or occupant sensing automatic controls, automatic shut -off controls, occupancy sensors, or automatic time switches, the lighting controls shall be tested to ensure that control devices, components, equipment and systems are calibrated, adjusted and operate in accordance with approved plans and specifications. Sequences of operation shall be functionally tested to ensure they operate in accordance with approved plans and specifications. A complete report of test procedures and results shall be prepared and filed with the owner. Drawing notes shall require commissioning in accordance with this paragraph. 1514 Exit Signs: Exit signs shall have an input power demand of 5 Watts or less per sign. Motors - General Requirements 1511 Electric Motors: All permanently wired polyphase motors of 1 hp or more, which are not part of an HVAC system, shall comply with Section 1437. EXCEPTIONS: 1. Motors that are an integral part of specialized process equipment. 2. Where the motor is integral to a listed piece of equipment for which no complying motor has been approved. Transformers - General Requirements SECTION 1540 — TRANSFORMERS The minimum efficiency of a low voltage dry-type distribution transformer shall be the Class I Efficiency Levels for distribution transformers specified in Table 4 -2 of the "Guide for Determining Energy Efficiency for Distribution Transformers" published by the National Electrical Manufacturers Association (NEMA TP- 1- 2002). Cooling Equipment Schedule Equip. ID Brand Name' Model No. Capacity Btu /h Total CFM OSA CFM or Econo? SEER or EER IPLV Location FMB -4 TITUS DTFS SIZE D 9500 2000 Econo Applicant Address: M -1 FM13-4 TITUS DTFS SIZE D 9500 2000 Econo M -1 Fan Equipment Schedule Equip. ID Brand Name' Model No. CFM Sp HP /BHP Flow Control Location of Service Efficiency 27413-4 TITUS 3 Keith L. Smith Applicant Address: FMB -4 TITUS Suite 210 3 Seattle, WA 98109 Heating Equipment Schedule Equip. ID Brand Name' Model No. Capacity Btu /h Total CFM OSA cfm or Econo? Input Btuh Output Btuh Efficiency 27413-4 TITUS 3 Keith L. Smith Applicant Address: FMB -4 TITUS Suite 210 3 Seattle, WA 98109 Project Info Project Address 16935 Southcenter Parkway Date 4/15/2008 Tukwila, WA 98188 For Building Dept. Use Applicant Name: Keith L. Smith Applicant Address: 1725 WeatlakeAve. N., Suite 210 Applicant Phone: Seattle, WA 98109 2006 Washington State Nonresidential Energy Code Compliance Forms Project Description Briefly describe mechanical system type and features. Ig Indudes Plans 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical Summary MECH -SUM Drawings must contain notes requireing compliance with commissioning requirements - Section 1416 1 If available. 2 As tested according to Table 14 -1A through 14 -1G. 3 If required. 4 COP, HSPF, Combustion Efficiency, or AFUE, as applicable. 5 Flow control types: variable air volume(VAV), constant volume (CV), or variable speed (VS). Revised July 2007 Compliance Option 0 Simple System 0 Complex System 0 Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH -SUM for simple & complex systems.) Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. System Description See Section 1421 for full description of Simple System qualifications. If Heating /Cooling or Cooling Only: ❑ Constant vol? ❑ Split system? ❑ Air cooled? ❑ Packaged sys? ❑ <20,000 Btuh? ❑ Economizer included? If Heating Only: < ❑ 5000 cfm7 o ❑ <70% outside air? Mec;hanicai Summary (back) MECH -SUM Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. <5000 <70% OSA Use Complex Systems (section 1430) ingle Package Unit? Econo ncluded? Simple System Allowed (section 1420) Air Cooled, Constant Vol? •olCa <20,000 =tuh? otal Ca . wo economize <240,000 Btuh or 10 %? plit Syste <= 84,000 Btuh? Outd or Adjacent to utdoo oI Ca <54,000 tuh? Heating Only 'Complex Systems 2006 Washington State Nonresidential Energy Code Compliance Form Yes - Yes* ( Reference Section 1421 Heating /Cooling or Cooling Only Yes Yes Reference Section 1423) • Yes Yes Yes Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. Mechanical Permit Plans Checklist MECH -CHK! 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address 16935 Southcenter Parkway 'Date 4/15/2008 The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) I Code Section Component Information Required I Location on Plans I Building Department Notes HVAC REQUIREMENTS (Sections 1401 -1424) 1411 Equipment performance 1411.4 Pkg. elec. htg.& clg. List heat pumps on schedule yes 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency M -2 1411.1 Combustion htg. Indicate intermittent ignition, flue /draft damper & jacket loss 1412 HVAC controls yes 1412.1 Temperature zones Indicate locations on plans M -1 1412.2 Deadband control Indicate 5 degree deadband minimum 1412.3 Humidity control Indicate humidistat 1412.4 Automatic setback Indicate thermostat with night setback and 7 diff. day types 1412.4.1 Dampers Indicate damper location and auto. controls & max. leakage 1412.4.2 Optimum Start Indicate optimum start controls 1412.5 Heat pump control Indicate microprocessor on thermostat schedule 1412.6 Combustion htg. Indicate modulating or staged control 1412.7 Balancing Indicate balancing features on plans 1412.8 Ventilation Control Indicate demand control ventilation for high - occupancy areas 1422 Thermostat interlock Indicate thermostat interlock on plans 1423 Economizers Equipment schedule 1413 Air economizers 1413.1 Air Econo Operation Indicate 100% capability on schedule 1413.1 Wtr Econo Operation Indicate 100% capacity at 45 degF db & 40 deg F wb 1413.2 Water Econo Doc Indicate clg load & water econoe & clg tower performance 1413.3 Integrated operation Indicate capability for partial cooling 1413.4 Humidification Indicate direct evap or fog atomization w/ air economizer 1414 Ducting systems 1414.1 Duct sealing Indicate sealing necessary 1414.2 Duct insulation Indicate R -value of insulation on duct 1415.1 Piping insulation Indicate R -value of insulation on piping 1416 Completion Requirements 1416.2.1 Commissioning Provide commissioning plan 1416.2.2 -3 Sys.Bal & Func.Test Indicate air and water system balancing & functional testing 1416.2.4 Commissioning Indicate O &M manuals, record drawings, staff training 1416.2.5 Comm. Report Indicate requirements for prelim. & final commissioning report 1434 Separate air sys. Indicate separate systems on plans yes Mechanical Com leted and attached. E ui ment schedule with types, y I !Summary Form linput/output, efficiency, cfm hp, economizer typ l SERVICE WATER HEATING AND HEATED POOLS (Sections 1440 -1454) 1440 Service water htg. 1441 Elec. water heater Indicate R -10 insulation under tank 1442 Shut -off controls Indicate automatic shut -off 1443 Pipe Insulation Indicate R -value of insulation on piping 1452 Heat Pump COP Indicate minimum COP of 4.0 1452 Heater Efficiency Indicate pool heater efficiency 1453 Pool heater controls Indicate switch and 65 degree control 1454 Pool covers Indicate vapor retardant cover 1454 Pools 90+ degrees Indicate R -12 pool cover 2006 Washington State Nonresidential Energy Code Compliance Form no Is circled for any question, provide explana 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical Permit Plans Checklist i 1ECH -CHK 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Mechanical - General Requirements 1411.1 General: Equipment shall have a minimum performance at the specified rating conditions not less than the values shown in Table 14 -1A through 14 -1G. If a nationally recognized certification program exists for a product covered in Tables 14 -1A through 14 -1G, and it includes provisions for verification and challenge of equipment efficiency ratings, then the product shall be listed in the certification program. Gas -fired and oil -fired forced air fumaces with input ratings > 225,000 Btu /h (85 kW) and all unit heaters shall also have an Intermittent ignition or interrupted device (IID), and have either mechanical draft (Including power venting) or a flue damper. A vent damper is an acceptable alternative to a flue damper for furnaces where combustion air is drawn from the conditioned space. All fumaces with input ratings > 225,000 Btu/h (65 kW), including electric fumaces, that are not located within the conditioned space shall have jacket losses not exceeding 0.75% of the input rating. 1411.2 Rating Conditions: Cooling equipment shall be rated at ARI test conditions and procedures when available. Where no applicable procedures exist, data shall be fumished by the equipment manufacturer. 1411.3 Combination Space and Service Water Heating: For combination space and service water heaters with a principal function of providing space heat, the Combined Annual Efficiency (CAE) may be calculated by using ASHRAE Standard 124 -1991. Storage water heaters used in combination space heat and water heat applications shall have either an Energy FActor (EF) or a CAE of not less than the following: 1411.4 Packaged Electric Heating and Cooling Equipment: Packaged electric equipment providing both heating and cooling with a total cooling capacity greater than 20, Btu /h shall be a heat pump. Exception: Unstaffed equipment shaelters or cabinets used solely for personal wireless service facilities. 1412 Controls 1412.1 Temperature Controls: Each system shall be provided with at least one temperature control device. Each zone shall be controlled by individual thermostatic controls responding to temperature within the zone. At a minimum, each floor of a building shall be considered as a separate zone. 1412.2 Deadband Controls: When used to control both comfort heating and cooling, zone thermostatic controls shall be capable of a deadband of at least 5 degrees F within which the supply of heating and cooling energy to the zone is shut off or reduced to a minimum. Exceptions: 1. Special occupancy, special usage, or code requirements where deadband controls are not appropriate. 2. Buildings complying with Section 1141.4, if In the proposed building energy analysis, heating and cooling thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls: If a system is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut -Off: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non -use or alternate use of the spaces served by the system. The automatic controls shall have a minimum seven -day clock and be capable of being set for seven different day types per week. It must retain programming and time for a power loss of 10 hours and Include an accessible manual override of up to 2 hours. Exceptions: 1. Systems serving areas which require continuous operation at the same temperature setpoint. 2. Equipment with full load demands of 2 kW (8,828 Btu /h) or less may be controlled by readily accessible manual off-hour controls. 3. Systems controlled by an occupant sensor that is capable of shutting the system off when no occupant is sensed for a period of up to 30 minutes. 4. Systems controlled solely by a manually operated timer capable of operating the system for no more than two hours. 1412.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close automatically when the system is off or upon power failure. Stair shaft and elevator shaft smoke relief openings shall be equipped with normally open (fails to open upon loss of power) dampers. These dampers shall remain closed until activated by the fire alarm system or other approved smoke detection system. Exceptions: 1. Systems serving areas which require continuous operation. 2. Combustion air intakes. 3. Gravity (nonmotorized) dampers are acceptable in buildings less than 3 stories in height. 4. Gravity (nonmotorized) dampers are acceptable in exhaust and relief outlets In the first story and levels below the first story of buildings three or more stories in height. 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply 1412.8 Ventilation Controls for High - Occupancy Areas: Demand control ventilation (DCV) is required for spaces that are larger than 500 ft2, have a design occupancy for ventilation of greater than 40 people for 1000 ft2 of floor area, and are served by systems with one or more of the following: a. An air -side economizer, b. Automatic modulating control of the outdoor air damper, or c. A design outdoor airflow greater than 3000 cfm. Exceptions: 1.Systems with energy recovery complying with Section 1438. 2. Multiple -zone systems without direct - digital control of individual zones communicating with a central control panel. 3. Systems with a design outdoor airflow less than 1200 cfm. 4. Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. 1413 Air Economizers 1413.1 Operation: Air economizers shall be of automatically modulating outside and return air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need for mechanical cooling. Water economizers shall be capable of providing the total concurrent cooling load served by the conneted terminal equipment lacking airside economizer, at outside air temperatures of 45 ° F dry- bulb /40 ° F wet -bulb and below. For this calculation, all factors including solar and internal Toad shall be the same as those used for peak load calculations, except for the outside temperatures. Exception: Water economizers using air - cooled heat rejection equipment may use a 35 ° F dry-bulb outside air temperature for this calculation. This exception is limited to a maximum of 20 tons per building. 1413.2 Documentation: Water economizer plans submitted for approval shall include the following information: 1. Maximum outside air conditions for which economizer is sized to provide full cooling. 2. Design cooling load to be provided by economizer at this outside air condition. 3. Heat rejection and terminal equipment performance data including model number, flow rate, capacity, entering and leaving temperature in full economizer cooling mode. 1413.3 Integrated Operation: Air economizers shall be capable of providing partial cooling even when additional mechanical cooling is required to meet the remainder of the cooling load. Exceptions: 1. Individual, direct expansion units that have a rated capacity less than 65,000 Btu /h and use nonintegrated economizer controls that preclude simultaneous operation of the economizer and mechanical cooling. 2. Water - cooled water chillers with waterside economizer. 1413.4 Humidification: If an air economizer is required on a cooling system for which humidification equipment is to be provided to maintain minimum indoor humidity levels, then the humidifier shall be of the adiabatic type (direct evaporative media or fog atomization type). Exceptions: 1. Health care facilities where WAC 246 - 320 -525 allows only steam injection humidifiers in ductwork downstream of final filters. 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu /h shall have modulating or staged combustion control. 2. Systems with water economizer 3. 100% outside air systems with no provisions for air recirculation to the central supply fan. 4. Nonadiabatic humidifiers cumulatively serving no more than 10% of a building's air economizer capacity as measured in cfm. This refers to the system cfm serving rooms with stand alone or duct mounted humidifiers. 1414 Ducting Systems 1414.1 Sealing: Duct work which is designed to operate at pressures above 1/2 Inch water column static pressure shall be sealed in accordance with Standard RS -18. Extent of sealing required is as follows: 1. Static pressure: 1/2 inch to 2 inches; seal transverse joints. 2. Static pressure: 2 inches to 3 inches; seal all transverse joints and longitudinal seams. 3. Static pressure: above 3 Inches; seal all transverse joints, longitudinal seams and duct wall penetrations. Duct tape and other pressure sensitive tape shall not be used as the primary sealant where ducts are designed to operate at static pressures of 1 inch W.C. or greater. 1414.2 insulation: Ducts and plenums that are constructed and function as part of the building envelope, by separating Interior space from exterior space, shall meet all applicable requirements of Chapter 13. These requirements include insulation installation, moisture control, air leakage, and building envelope insulation levels. Unheated equipment rooms with combustion air louvers must be isolated from the conditioned space by insulating interior surfaces to a minimum of R -11 and any exterior envelope surfaces per Chapter 13. Outside air ducts serving individual supply air units with less than 2,800 cfm of total supply air capacity shall be insulated to a minimum of R -7 and are not considered building envelope. Other outside air duct runs are considered building envelope until they, 1. connect to the heating or cooling equipment, or 2. are isolated from the exterior with an automatic shut -off damper complying EF CAE < 50 gal storage 0.58 0.71 50 to 70 gal storage 0.57 0.71 > 70 gal storage 0.55 0.70 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical Permit Plans Checklist i 1ECH -CHK 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Mechanical - General Requirements 1411.1 General: Equipment shall have a minimum performance at the specified rating conditions not less than the values shown in Table 14 -1A through 14 -1G. If a nationally recognized certification program exists for a product covered in Tables 14 -1A through 14 -1G, and it includes provisions for verification and challenge of equipment efficiency ratings, then the product shall be listed in the certification program. Gas -fired and oil -fired forced air fumaces with input ratings > 225,000 Btu /h (85 kW) and all unit heaters shall also have an Intermittent ignition or interrupted device (IID), and have either mechanical draft (Including power venting) or a flue damper. A vent damper is an acceptable alternative to a flue damper for furnaces where combustion air is drawn from the conditioned space. All fumaces with input ratings > 225,000 Btu/h (65 kW), including electric fumaces, that are not located within the conditioned space shall have jacket losses not exceeding 0.75% of the input rating. 1411.2 Rating Conditions: Cooling equipment shall be rated at ARI test conditions and procedures when available. Where no applicable procedures exist, data shall be fumished by the equipment manufacturer. 1411.3 Combination Space and Service Water Heating: For combination space and service water heaters with a principal function of providing space heat, the Combined Annual Efficiency (CAE) may be calculated by using ASHRAE Standard 124 -1991. Storage water heaters used in combination space heat and water heat applications shall have either an Energy FActor (EF) or a CAE of not less than the following: 1411.4 Packaged Electric Heating and Cooling Equipment: Packaged electric equipment providing both heating and cooling with a total cooling capacity greater than 20, Btu /h shall be a heat pump. Exception: Unstaffed equipment shaelters or cabinets used solely for personal wireless service facilities. 1412 Controls 1412.1 Temperature Controls: Each system shall be provided with at least one temperature control device. Each zone shall be controlled by individual thermostatic controls responding to temperature within the zone. At a minimum, each floor of a building shall be considered as a separate zone. 1412.2 Deadband Controls: When used to control both comfort heating and cooling, zone thermostatic controls shall be capable of a deadband of at least 5 degrees F within which the supply of heating and cooling energy to the zone is shut off or reduced to a minimum. Exceptions: 1. Special occupancy, special usage, or code requirements where deadband controls are not appropriate. 2. Buildings complying with Section 1141.4, if In the proposed building energy analysis, heating and cooling thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls: If a system is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut -Off: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non -use or alternate use of the spaces served by the system. The automatic controls shall have a minimum seven -day clock and be capable of being set for seven different day types per week. It must retain programming and time for a power loss of 10 hours and Include an accessible manual override of up to 2 hours. Exceptions: 1. Systems serving areas which require continuous operation at the same temperature setpoint. 2. Equipment with full load demands of 2 kW (8,828 Btu /h) or less may be controlled by readily accessible manual off-hour controls. 3. Systems controlled by an occupant sensor that is capable of shutting the system off when no occupant is sensed for a period of up to 30 minutes. 4. Systems controlled solely by a manually operated timer capable of operating the system for no more than two hours. 1412.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close automatically when the system is off or upon power failure. Stair shaft and elevator shaft smoke relief openings shall be equipped with normally open (fails to open upon loss of power) dampers. These dampers shall remain closed until activated by the fire alarm system or other approved smoke detection system. Exceptions: 1. Systems serving areas which require continuous operation. 2. Combustion air intakes. 3. Gravity (nonmotorized) dampers are acceptable in buildings less than 3 stories in height. 4. Gravity (nonmotorized) dampers are acceptable in exhaust and relief outlets In the first story and levels below the first story of buildings three or more stories in height. 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply 1412.8 Ventilation Controls for High - Occupancy Areas: Demand control ventilation (DCV) is required for spaces that are larger than 500 ft2, have a design occupancy for ventilation of greater than 40 people for 1000 ft2 of floor area, and are served by systems with one or more of the following: a. An air -side economizer, b. Automatic modulating control of the outdoor air damper, or c. A design outdoor airflow greater than 3000 cfm. Exceptions: 1.Systems with energy recovery complying with Section 1438. 2. Multiple -zone systems without direct - digital control of individual zones communicating with a central control panel. 3. Systems with a design outdoor airflow less than 1200 cfm. 4. Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. 1413 Air Economizers 1413.1 Operation: Air economizers shall be of automatically modulating outside and return air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need for mechanical cooling. Water economizers shall be capable of providing the total concurrent cooling load served by the conneted terminal equipment lacking airside economizer, at outside air temperatures of 45 ° F dry- bulb /40 ° F wet -bulb and below. For this calculation, all factors including solar and internal Toad shall be the same as those used for peak load calculations, except for the outside temperatures. Exception: Water economizers using air - cooled heat rejection equipment may use a 35 ° F dry-bulb outside air temperature for this calculation. This exception is limited to a maximum of 20 tons per building. 1413.2 Documentation: Water economizer plans submitted for approval shall include the following information: 1. Maximum outside air conditions for which economizer is sized to provide full cooling. 2. Design cooling load to be provided by economizer at this outside air condition. 3. Heat rejection and terminal equipment performance data including model number, flow rate, capacity, entering and leaving temperature in full economizer cooling mode. 1413.3 Integrated Operation: Air economizers shall be capable of providing partial cooling even when additional mechanical cooling is required to meet the remainder of the cooling load. Exceptions: 1. Individual, direct expansion units that have a rated capacity less than 65,000 Btu /h and use nonintegrated economizer controls that preclude simultaneous operation of the economizer and mechanical cooling. 2. Water - cooled water chillers with waterside economizer. 1413.4 Humidification: If an air economizer is required on a cooling system for which humidification equipment is to be provided to maintain minimum indoor humidity levels, then the humidifier shall be of the adiabatic type (direct evaporative media or fog atomization type). Exceptions: 1. Health care facilities where WAC 246 - 320 -525 allows only steam injection humidifiers in ductwork downstream of final filters. 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu /h shall have modulating or staged combustion control. 2. Systems with water economizer 3. 100% outside air systems with no provisions for air recirculation to the central supply fan. 4. Nonadiabatic humidifiers cumulatively serving no more than 10% of a building's air economizer capacity as measured in cfm. This refers to the system cfm serving rooms with stand alone or duct mounted humidifiers. 1414 Ducting Systems 1414.1 Sealing: Duct work which is designed to operate at pressures above 1/2 Inch water column static pressure shall be sealed in accordance with Standard RS -18. Extent of sealing required is as follows: 1. Static pressure: 1/2 inch to 2 inches; seal transverse joints. 2. Static pressure: 2 inches to 3 inches; seal all transverse joints and longitudinal seams. 3. Static pressure: above 3 Inches; seal all transverse joints, longitudinal seams and duct wall penetrations. Duct tape and other pressure sensitive tape shall not be used as the primary sealant where ducts are designed to operate at static pressures of 1 inch W.C. or greater. 1414.2 insulation: Ducts and plenums that are constructed and function as part of the building envelope, by separating Interior space from exterior space, shall meet all applicable requirements of Chapter 13. These requirements include insulation installation, moisture control, air leakage, and building envelope insulation levels. Unheated equipment rooms with combustion air louvers must be isolated from the conditioned space by insulating interior surfaces to a minimum of R -11 and any exterior envelope surfaces per Chapter 13. Outside air ducts serving individual supply air units with less than 2,800 cfm of total supply air capacity shall be insulated to a minimum of R -7 and are not considered building envelope. Other outside air duct runs are considered building envelope until they, 1. connect to the heating or cooling equipment, or 2. are isolated from the exterior with an automatic shut -off damper complying uuuow ut ute mot arm mw 10VCI. YOIVW uto utm away ut uwwntya three or more stories in h6 1006 Washington State Nonresidential Eher §?t 5 0®i011gThf 4I flf or 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply 2. are isolated from the exterior with an automatic shut -off damper complying air capacities exceeding 10,000 cfm shall have optimum start controls. Optimum with Section 1412.4.1. start controls shall be designed to automatically adjust the start time of an HVAC Once outside air ducts meet the above listed requirements, any runs within system each day to bring the space to desired occupied temperature levels conditioned space shall comply with Table 14 -5 requirements. Immediately before scheduled occupancy. The control algorithm shall, as a Other ducts and plenums shall be thermally insulated per Table 14 -5. minimum, be a function of the difference between space temperature and occupied Exceptions: setpoint and the amount of time prior to scheduled occupancy. 1. Within the HVAC equipment. 1412.5 Heat Pump Controls: Unitary air cooled heat pumps shall include microprocessor controls that minimize supplemental heat usage during start-up, set- 2. Exhaust air ducts not subject to condensation. up, and defrost conditions. These controls shall anticipate need for heat and use 3. Exposed ductwork within a zone that serves that zone. compression heating as the first stage of heat. Controls shall indicate when 1415 Piping Systems supplemental heating is being used through visual means (e.g., LED indicators). 1415.1 Insulation: Piping shall be thermally insulated in accordance with Table 14 -6. 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment Exception: Piping installed within unitary HVAC equipment. with a capacity over 225,000 Btu /h shall have modulating or staged combustion Water pipes outside the conditioned space shall be insulated in accordance with control. 000 Washington State Plumbing Code (WAC 51 -26) EXCEPTIONS: 1. Boilers. 2. Radiant heaters. 1416 Completion Requirements (Refer to NREC Section 1416 and the Building 1412.7 Balancing: Each air supply outlet or air or water terminal device shall have Commissioning Guidelines, published by the Building Commissioning Association, a means for balancing, including but not limited to, dampers, temperature and for complete text and guidelines for building completion and commissioning pressure test connections and balancing valves. requirements.) Fire Doors SECTION 08332 FIRE DOORS 630 Series Rolling Fire Doors 630 Series Specifications PART 2 - PRODUCTS 2.01 ACCEPTABLE MANUFACTURER ilta www.Overheadlloor.com • 1- 800 - 887 -3667 CitrTI PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. All of the Contract, Documents, including General and Supplementary Conditions, and Division 1 General Requirements, apply to the work of this Section. 1.02 SUMMARY A. The work of this Section includes rolling fire doors. B. Related Sections: Other specification sections which directly relate to the work of this Section include, but are not limited to, the following: 1. Section 08710 - Finish Hardware; key cylinders for locks. 2. Section 16100 - Electrical; wiring. 1.03 SUBMITTALS A. Product Data: Submit manufacturer's product data and installation instructions for each type of rolling fire door. Include both published data and any specific data prepared for this project. B. Shop Drawings: Submit shop drawings for approval prior to fabrication. Include detailed plans, elevations, details of framing members, required clearances, anchors, and accessories Include relationship with adjacent materials. 1.04 QUALITY ASSURANCE A. Manufacturer: Rolling fire doors shall be manufactured by a firm with a minimum of five years experience in the fabrication and installation of rolling fire doors. Manufacturers proposed for use, which are not named in these specifications, shall submit evidence of ability to meet performance and fabrication requirements specified, and include a list of five projects of similar design and complexity completed within the past five years. B. Installer: Installation of rolling fire doors shall be performed by an authorized representative of the manufacturer. C. Single- Source Responsibility: Provide doors, guides, motors, and related primary nary components from one manufacturer for each type of door. Provide secondary components from source acceptable to manufacturer of primary components. D. Pre - Installation Conference: Schedule and convene a pre - installation conference just prior to commencement of field operations, to establish procedures to maintain optimum working conditions and to coordinate this work with related and adjacent work. 1.05 DELIVERY, STORAGE, AND HANDLING A. Deliver materials and products in labeled protective packages. Store and handle in strict compliance with manufacturer's instructions and recommendations. Protect from damage from weather, excessive temperatures and construction operations. A. Provide rolling tire doors by Overhead Door Corporation, Pennsylvania Division; Telephone 800 - 929 -2553 or 717 -248 -0131; Fax 800 -929- 1274. F.43 Fire Doors Options are in pareetheses F.44 0111.1 630 Series Specifications 2.02 ROLLING FIRE DOORS A. Trade Reference: Series 630 Fire Doors by Overhead Door Corporation. B. Label: Provide fire doors certified with the following listing. 1. Rolling fire doors up to 144 sq. ft. and 12' in width or height shall bear the (UL and FM 3 -Hour Class A Label.)(ULC 3-Hour Label.)(UL and FM 1 -1/2 Hour Class B Label for non - masonry fire walls.) 2. Rolling fire doors over 144 sq. ft. shall receive the UL Oversize Fire Door Label. 3. Rolling fire doors over 144 sq. ft. and not exceeding 18' in height or width shall receive the Factory Mutual Label for Oversize Fire Doors. C. Curtain: Interlocking roll- formed slats as specified following. Endlocks shall be attached to each end of alternate slats to prevent lateral movement. 1. Curved profile type C -187 for doors thru 14'0" wide by 12'0" high, fabricated of 22 gauge galvanized steel. (20 gauge galvanized steel.)(22 gauge stainless steel.). 2. Curved profile type C -187 for doors over 14'0" thru 20'0" wide, fabricated of 20 gauge galvanized steel. (18 gauge galvanized steel.)(20 gauge stainless steel.) 3. Curved profile type C -275 for doors thru 14'0" wide by 12'0" high, fabricated of 22 gauge galvanized steel. (20 gauge galvanized steel.)(22 gauge stainless steel.). 4. Curved profile type C -275 for doors over 14'0" thru 20'0" wide, fabricated of 20 gauge galvanized steel. (18 gauge galvanized steel.)(20 gauge stainless steel.) 5. Curved profile type C -275 for doors over 20'0" thru 24'0" wide, fabricated of 18 gauge galvanized steel. (16 gauge galvanized steel.). 6. Flat profile type F -265 for doors thru 14'0" wide by 12'0" high, fabricated of 22 gauge galvanized steel. (20 gauge galvanized steel.)(22 gauge stainless steel.). 7. Flat profile type F -265 for doors over 14'0" thru 20'0" wide, fabricated of 20 gauge galvanized steel. (18 gauge galvanized steel.)(20 gauge stainless steel.) 8. Flat profile type F -265 for doors over 20'0" thru 24'0" wide, fabricated of 18 gauge galvanized steel. D. Glazing: Not Required. (Fire -rated vision panels, four glazing panels 3" by 5/8"; FireLite glazing as manufactured by Nippon Electric Glass Co. and distributed by Technical Glass Products.) E. Finish: 1. Galvanized Steel: Slats and hood shall be galvanized steel in accordance with ASTM A 525 and receive rust - inhibitive, roll coating process, including bonderiznng, 0.2 mils thick baked -on prime paint, and 0.6 mils thick baked -on polyester (powder coated) top coat. Non - galvanized exposed ferrous surfaces shall receive one coat of rust - inhibitive primer. 2. Stainless Steel: Slats shall be stainless steel with (2B mill finish.)(No. 4 satin finish.). F. Color: Gray polyester top coat. (Tan polyester top coat.)(Powder coating finish in color as selected by Architect from manufacturer's standard colors.) G. Bottom Bar: Two (galvanized) structural steel angles 1 -1/2" by 1 -1 /2" by 1/8" minimum. (Single angle for conveyor applications.)(Tubular locking bottom bar.)(Stainless steel.) H. Guides: Roll- formed steel shapes attached to continuous steel wall angle for doors thru 12' wide. Three structural steel angles with minimum thickness of 3/16" for doors over 12' wide. Guides for between jamb doors shall be structural angles. 1. Fastening Guides to Masonry Fire Walls: UL listed expansion anchors, or by through -bolts on soft brick or hollow block walls, or by bolts on steel jambs, or welded in accordance with manufacturer's listing. 2. Fastemmng Guides to Non - Masonry Fu Walls: Comply with the manufacturer's listing. I. Brackets: Steel plate to support counterbalance, curtain and hood. J. Counterbalance: Helical torsion spring type. Counterbalance shall be housed in a steel tube or pipe barrel, supporting the curtain with deflection limited to 0.03" per foot of span. Counterbalance shall be adjustable by means of an adjusting tension wheel. www.Overheadlloor.com • 1 -800- 887 -3667 Fire Doors N. Automatic Closure: PART 3 - EXECUTION 3.01 PREPARATION 3.02 INSTALLATION • 630 Series Specifications K. Hood: 24 gauge galvanized primed steel minimum for wall openings thru 19' wide. 22 gauge galvanized primed steel for wall openings over 19' wide. Hood shall be equipped with thermally controlled, internal, galvanized steel flame baffle as required. Provide one intermediate support bracket for wall openings over 13'6" wide and two support brackets for wall openings over 19'0 "wide. L. Manual Operation: Manual push up (Chain hoist.)(Crank.) M. Electric Motor Operation: Provide UL listed electric operator, size as recormended by manufac- turer to move door in either direction at not, less than 2/3 foot nor more than 1 foot per second. 1. Sensing Edge Protection: (Pneumatic sensing edge.)(Electric sensing edge.) 2. Operator Controls: Push - button (Key)(Push- button and key) operated control stations with open, close, and stop buttons for sw face (flush) mounting, for interior (exterior) (both interior and exterior) location. 3. Special Operation: (Vehicle detector operation), (radio control operation), (card reader control), (photocell operation), (door timer operation), (commercial light package), (explosion and dust ignition proof control wiring.) (See Fire Sentinel specification for time delay release device.) (See Fire Minuteman specification for test and reset hoist.) 0. Locking: (Interior bottom bar slide bolt.)(Intenor slide lock for electric operation with interlock s. switch.)(Cylinder locking bottom bar with mortise cylinders.) P. Wall Mounting Condition: Face -of -wall mounting (Between jambs mounting.) ` A. Take field dimensions and examine conditions of substrates, supports, and other conditions under which this work is to be performed. Do not proceed with work until unsatisfactory conditions are corrected. A. Strictly comply with manufacturer's installation instructions and recommendations. Coordinate installation with adjacent work to ensure proper clearances and allow for maintenance. B. Install rolling fire doors in compliance with requirements of NFPA 80. Test fire-release system and reset components after testing. C. Instruct Owner's personnel in proper operating procedures and maintenance schedule. 3.03 ADJUSTING AND CLEANING A. Test rolling tire doors for proper operation and adjust as necessary to provide proper operation without binding or distortion. B. Touch -up damaged coatings and finishes and repair minor damage. Clean exposed surfaces using non- abrasive materials and methods recommended by manufacturer of material or product being cleaned. ©2000 Overhead Door Corporation. All Rights Reserved. A copyright license to reproduce this specification is hereby granted to non - manufacturing architects, engineers and specification writers. O www.Overheadlloor.com • 1-800-887-3667 F.45 Series UL/FM ULC 3 hr. 3 hr UL UL Oversized 4 hr Door FM Oversized Door Max. Width Curtain Material Finish Color 630 • * " "' 41' 2" gals. /ss gray /tan 631 • '•' 14' galv. /ss gray /tan 634 " 412" gals. /ss gray /tan * Up to 12' width/height, max. 144sq. ft. *• Over 144 sq. ft. ••• Over 144 sq. ft. but less than 18' . Products Page 1 of 3 Home » Commercial Products » Fire Doors Fire Doors Overhead Door Corporation offers a wide array of rolling steel doors to meet the most demanding fire safety standards, unusual opening sizes and discerning aesthetic requirements. Designed to close automatically in the event of a fire or alarmed event, our fire -rated doors are available for service door and counter applications in commercial, industrial, institutional and retail uses. All doors comply with NFPA -80, and are listed for both masonry and non - masonry applications -- including installation to wood or steel jambs within drywall. The Fire SentinelTM time -relay release mechanism provides an added measure of safety to control the doors' closure. Also available is the Fire MinutemanTm Chain Reset Hoist, designed to eliminate the need to release a fire door's spring tension on fire drop mode and allows one person to reset the door from the floor. For more information on Overhead Door Fire Door products, please call Overhead Door Corporation Application Engineering at 1 -(800) 929 -2553. 0 Rolling Service Fire Doors 0 Counter Doors 0 Integral Frame & Sill Fire Counter Doors Rolling Service Fire Doors The 630 / 631 / 634 Series rolling steel, fire -rated service doors offer superior protection wherever a listed fire door is required. Common applications include factories, warehouses, mills, distribution centers and parking garages. Customized fire doors are available for conveyor openings. These doors feature fusible links mounted on both sides of the wall that separate to automatically close the door. Added protection features, such as Fire SentinelTM and FireLite® vision lites are optional. http:// www. overheaddoor .com/ProductCommercial.aspx ?pid =1195 08/13/2008 Series Label UL/FM UUFM 1 1/2 hr 3 hr Max. Width Max. Height Curtain Material Finish Color 640 140" 10'0" galv. gray /tan 641 140" 12' SS SS * Up to 12' width /height, max. 144 sq.ft. •• Over 144 sq. ft. ••• Over 144 sq. ft. but less than 18' 661 • 9'0" 40" Series Label UUFM 1 1/2 hr. Max. Width Max. Height Curtain Material Frame Material Sill Material Finish Color 660 • 9'0" 40" SS SS SS SS 661 • 9'0" 40" galv. galv. SS SS 662 • 9'0" 40" galv. SS SS SS Products Page 2 of 3 Counter Doors The 640 and 641 Series doors are ideal for openings requiring a counter -type fire -rated door. Common applications include factories, schools, concessions, hospitals, cafeterias and retail settings. Labeled with either a 3- hour Class A rating for masonry applications, or a 1 -1/2 -hour Class B label in non - masonry fire walls, these doors are designed to expand upward in a fire, allowing the guides to be installed flush with the sill. Their compact, box -like form also provides an attractive finished appearance that requires minimum sideroom. The 640 Series has exposed components made of primed galvanized steel while the 641 Series exposed components are of stainless steel. doors carry a UL 1 -1/2 -hour Class B label and are factory assembled as a complete unit with fully welded frames. The frame comprises 16 -gauge jambs and header, and is complemented by a 14 -gauge sill, plus hood and fascia. Added protection features, such as Fire SentinelTM are available as options. Integral Frame & Sill lire Counter Doors The 660 / 661 / 662 Series integral frame counter fire doors provide a handsome finished appearance for a variety of applications, including food service counters. Available for opening sizes up to 9' x 4' (2743mm x 1219mm), these http:// www. overheaddoor .com/ProductCommercial.aspx ?pid =1195 08/13/2008 KEITH SMITH 1725 WESTLAKE AVE N SUITE 210 SEATTLE WA 98109 Dear Permit Holder: Sincerely, Bill Rambo Permit Technician File: Permit File No. D08 -191 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RE: Permit No. D08 -191 16935 SOUTHCENTER PY TUKW In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 08/15/2009. 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. -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 08/15/2009, 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. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 C. January 28, 2009 Keith L. Smith, AIA 1725 Westlake Ave N, Ste 210 Seattle, WA 98109 RE: Request for Extensions Development Permit No D08 -191 Car Toys —16935 Southcenter Py Dear Mr. Smith, This letter is in response to your written request for an extension to Permit Number D08 -191. The Building Official has reviewed your letter and considered your request to extend the above referenced permit. The City of Tukwila Building Division will be extending your permit an additional 180 days from the original date of expiration, through August 15, 2009 to allow ample time for approval of plans and the completion of inspections. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, arshall it Technician File: Permit No. D08 -191 Ciiy of Tukwi (At/ Jim Haggerton, Mayor Department of Community Development Jack Pace, Director P:\Pernit Center\Extension Letters\Pemiits\2008\D08 -191 Permit Extension.doc jem 6300 Southcenter Boulevard, Suite #100 ® Tukwila, Washington 98188 a Phone: 206 - 431 -3670 ® Fax: 206 - 431 -3665 J,;,n.26. 2009 11:09AM No. 2652 P. 1 smith co. February 28, 2008 Bob Benedicto City of Tukwila Building Department Tukwila, WA Re: Permit Application Number D08 -191 Cartoys — 16935 Southcenter Pkwy Dear Bob, Archlleclure 1 Design 1 Planning 1 Ratan In reference to the above mentioned project, 1 updating the permit drawings with respect to the correction letters by your building department. Once approved we expect to call for final inspection within the next few weeks. Our deadline is approaching and I would like to request a 180 day extension in order to allow time for us to reply to any further corrections and and schedule the final inspection. If you require any further information, please don't hesitate to phone me at (206) - 713 -4076. Regards, Keith L. Smith, AIA principal o&4 dale - ;, > 6() Ofe 04ccicf) 1725 wastlake avenue north suite 210 seattle, Washington 98109 206.938.5485 p 206.464.0700 r 01 -02 -2009 KEITH SMITH 1725 WESTLAKE AVE N SUITE 210 SEATTLE WA 98109 RE: Permit No. D08 -191 16935 SOUTHCENTER PY TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 -431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 02/16/2009 , 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, xc: er Marshall, t Technician Permit File No. D08 -191 CI of Tukwi Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Dear Allen, tit c, June 29, 2009 Allen Johannessen City of Tukwila Building Department Tukwila, WA Re: CORRECTION LETTER #2 Permit Application Number D08 -191 Cartoys — 16935 Southcenter Pkwy Below is the responses to your correction letter dated January 14, 2009. CORRECTION, LTR# 1. "The new revised plan set does not clearly indentify each location of the various revisions a. Sheet A1.01 i. Occupancy calculations revised indicating occupant load calculations for each area. ii. Drawing index expanded to indicated additional sheets added for construction, detailing walls, soffits and details required for clarification during construction. b. Sheet A 1.02 (new sheet) i. Expanded door schedule and door hardware schedule, for additional doors added as a result of design changes. c. Sheet A2.01 ii. iv. v. vi. vii. 40. REVISIONNO0tL tOB' 191 Architecture 1 Design 1 Planning 1 Retail Added new wall types for project specific conditions and design changes Added bollards at entry, details added in new sheets provided Revised toilet configuration to provide for new drinking fountain. Revised second exit layout at grid line A Added detail area with plastic curtains in install area Revised locations of (3) garage door openings at grid lines 10 and A, at install area. Revised opening at wall adjacent sales and install area, with fire rated drop down fire door in front of window, connected to fire alarm and new 1 hr rated fire door. If RECEIVED 9UL; 9 0 2009 PERMIT CENTER Page 2 June 29, 2009 • • g. viii. Provided detail and section tags for newly added sheets for construction clarification, throughout plan. d. Sheet A2.01. I (new sheet) i. Finish scope revised for design changes in plan ii. Added dimensions for construction clarification e. Sheet A2.0I.2 (new sheet) i. Trench plan added for clarification and coordination of floor cut outs required for plumbing, see attached structural engineer stamped detail. f. Sheet A2.0I.2 (new sheet) i. Revised toilet layout for drinking fountain requirements ii. New lunch room elevation casework details iii. Fixturedetails at walls added for construction clarification iv. Drinking fountion mounting elevations added Sheet A2.03 (new sheet) i. Path of egress added, indication two exits and the required path with the foot candle illumination required. Illumination provided by spot emergency lighting approved by inspector and verified to comply with the 1 foot candle requirement. Added exterior spot at second exit door, front door has existing lighting at soffit. h. Sheet A3.0I i. Lighting revised to comply with Washington energy code requirements, reduced lights in sales and install area. i. Sheet A4.01 (new sheet) i. Added Project details at walls and fixtures required for construction clarification. j. Sheet A4.02 (new sheet) i. Added Project interior elevations required for construction clarification. k. Sheet A4.03 (new sheet) i. Added Project interior elevations required for construction clarification. 1. Sheet A4.04 (new sheet) i. Added Project interior elevations at fixtures required for construction clarification. m. Sheet A4.05 (new sheet) i. Added Project finish schedule and room finish schedules required for construction clarification. 1 7 2 5 we s t l a k e avenue north suite 2 1 0 seattle, Washington 98109 206.838.5485 p 206.464.0700 f Page 3 June 29, 2009 t v - 0( — ke\ k ciyit\- Keith L. Smith, AIA principal • • n. Sheet A5.01 (new sheet) i. Added Project exterior elevations required for construction clarification, at new garage door openings and bollards at front entry. o. Structural, mechanical, electrical and plumbing drawings are not included in this revision, no structural changes from June 2008 submittal, mechanical, electrical and plumbing permitted separately by sub - contractors. 2. "Sheet A2.03 egress plan shows path of egress through what appears to be the shop or storage area.... ". a. See sheet T -1 for area calculations and area squre feet. Two exists required in merchantile area, one exit required in install, S -1 area. 3. "Indetify egress illumination for each path of egress...." a. See Sheet A2.03 for clarification, for egress illumination, dual emergency spot lights along path of egress, this was approved, tested and complies with the I foot candle requirement at the walking surface and extended to the exterior landings. b. Inspector required contractor to add addition egress lighting at install, s -1 area to single exit at rear of building, inspector approved and tested sytem for compliance. If you require any further information, please don't hesitate to phone me at (206) - 713 -4076. Regards, 1 725 w e s t l a k e avenue north s u i t e 2 1 0 seattle, Washington 98109 206.838.5485 p 206.464.0700 f January 15, 2009 Keith Smith 1725 Westlake Avenue N, Suite 210 Seattle, WA 98109 RE: CORRECTION LETTER #2 — Revision #1 Development Application Number D08 -191 Car Toys —16935 Southcenter Py Dear Mr. Smith, This letter is to inform you of corrections that must be addressed before your revision to your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning and Public Works Departments have no comments. Building Department: Allen Johannessen, at 206 - 433 -7163 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete 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 messenzer service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician encl File No. D08 -191 • C ofru , •� Department of Community Development Jack Pace, Director P:\Permit CenterCorrection Letters \2008008-191 Corr Ltr #2 - Rev #1.DOC wer Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 a Fax: 206 - 431 -3665 Building Division Review Memo Date: January 14, 2009 Project Name: Car Toys Permit #: D08 -191 Plan Review: Allen Johannessen, Plans Examiner Tukwila' Building Division Allen Johannessen, Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The new revised plan set does not clearly identify each location of the various revisions. Clearly identify all revisions on the floor plan and details by clouding or provide identifying marks for those revised areas or building elements. In addition the previous revision sheets submitted in June of 2008 were provided with structural sheets and engineer calculations. If that is to be included as part of this revision, please indicate so. 2. Sheet A2.03 egress plan shows a path of egress through what appears to be the shop or storage area. Please identify or name all spaces. Provide the square foot for each space. Path of egress shall comply with IBC section 1014 for egress through intervening spaces. Required paths of egress shall be shown as connecting. Depending on the occupant load of the work area or storage area and its use, the path of egress may not required to be shown as a required exit from the sales area as long as two egress exits are provided for the sales area. Please include occupant calculations for these areas as it relates to each use for determining egress requirements. 3. Identify egress illumination for each path of egress. Egress illumination provided shall be no less than 1 foot - candle at the walking surface and extend to the exterior landings of each egress door. (IBC 1006.2 & 1006.3) Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. 1 • June 25, 2008 Keith Smith 1725 Westlake Avenue N, Suite 210 Seattle, WA 98109 RE: CORRECTION LETTER #1 — Revision #1 Development Application Number D08 -191 Car Toys —16935 Southcenter Py Dear Mr. Smith, This letter is to inform you of corrections that must be addressed before your revision to your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning and Public Works Departments have no comments. Building Department: Allen Johannessen, at 206 - 433 -7163 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Brenda Holt Permit Coordinator encl File No. D08 -191 • city of Tukwila Department of Community Development Jack Pace, Director PAPennit Center\Correction Letters\2008\D08 -191 Corr Ltr #1 - Rev #1.DOC wer 1 Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 a Tukwila, Washington 98188 a Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo Date: June 24, 2008 Project Name: Car Toys Permit #: D08 -191 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The floor plan revision compared to the approved plans shows new interior doors ( #19 & 21) to be installed. However that was not highlighted on the revised plan and no details were provided for either the approved set or revision and it was not identified as part of the revision. In addition key reference symbols refer to sheets with a different numbering system and the sheets referenced are not a part of either set. Provide a complete new set that specifically identifies all floor plan revisions and that are consistent with the approved plans; where all sheets can be referenced including key notes. Provide details for all changes to the plans. 2. As a result of the floor plan layout change, the exit path has changed. In addition a door to the shop has been reversed where the door opens into the shop. That door shall not be part of the required exiting plan and may remain. Please identify that reversed door as part of the revision. Show all changes to the new path of egress on the plan. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. smith co. May 27, 2008 Dave Larson City of Tukwila Building Department Tukwila, WA • 1 RE: CORRECTION LETTER #1 Building Permit Application Number D08- 191 Car -toys Dear Dave, Below is the responses to your correction letter dated April 23, 2008. I. Update occupany square footage and uses. a. Revised, see Sheet T -1 2. Two exits required. Architecture 1 Design 1 Planning 1 Retail a. We will use the existing exit to the south of the building, the distance between the front and side exits is 98 feet, note added referring to the emergency lighting levels, the path of egress is indicated, see Sheet A- I and A -3. 3. Mechanical code issues a. Added insulation at walls between sales and install, note added regarding install space is existing semi - heated and will remain. See Sheet A -3 and A- I. Sub - Contractors will apply for separate permits for electrical, plumbing and mechanical, once we have the General Contractor on board. b. If you require any further information, please don't hesitate to phone me at (206) - 713 -4076. Regards, Keith L. Smith, AIA principal 1725 westlake avenue north suite 210 seattle, Washington 98109 206.838.5485 p 206.464.0700 f April 25, 2008 • Cizy of Tukwila Department of Community Development Jack Pace, Director Keith Smith 1725 Westlake Avenue N, Suite 210 Seattle, WA 98109 RE: CORRECTION LETTER #1 Development Application Number D08 -191 Car Toys —16935 Southcenter Py Dear Mr. Smith, 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 and Public Works Departments. At this time the Fire and Planning Departments have no comments. Building Department: Public Works Department: Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Brenda Holt Permit Coordinator encl File No. D08 -191 P:\Pemvt Center \Correction Letters \2008\D08 -191 Correction Ltr # 1.DOC wer • Dave Larson, at 206 - 431 -3678 if you have questions regarding the attached comments. Jim Haggerton, Mayor Joanna Spencer at 206 - 431 -2440 if you have questions regarding the attached comments. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo Date: April 23, 2008 Project Name: Car -Toys Permit #: D08 -191 Plan Review: Dave Larson, Senior Plans Examiner Tukwila B Division Dave Larson,' Senior Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. You show this entire space as a M occupancy with an occupant load of 283 people. Will the public be allowed access to the install area? If not, then M would be the wrong occupancy group for this area. I believe we used S -1 at your previous location because of vehicle services inside the building. The woodshop area should be designated as a F -1 occupancy. Please revise front page to show square footage and occupant loads for each use. 2. Assuming two exits are required from the retail space due to occupant load over 50, door #1 serves as the only legal exit. Door #5 cannot be used as an exit for two reasons. A person exiting from the retail sales area cannot exit through a more hazardous occupancy and the dropping fire door does not meet exit door code requirements. Exiting through doors #5 and #2 would pass through a stock room and section 1014.2 item 2 exception 2 item 2.4 might be difficult to comply with and then you would still need to exit through a higher hazard area. Please review these code sections and provide a means of egress plan. This plan should show a means of egress path that would connect two exits, where two exits are required, and be within 75 ft of any remote point in the retail area. The most remote point from space 108 could be 100ft. away from the means of egress path if access by the public is not allowed in this space. If you have merchandising pods in the store, then the most remote point in each pod shall be within 30 ft. of the main means of egress path. The means of egress path shall be provided with emergency lighting at intensity levels compliant with section 1006.4 of 2006 IBC. 3. Please note that there are several mechanical code issues that arise from the vehicle work area and the woodshop area. Exhaust and makeup air were issues of concern at the previous space. The rear roll -up doors, if existing, would suggest that this space may have been used as a loading receiving area and the space may not be fully insulated and heated. If the install area was designed as a semi- heated space then insulation upgrades may be necessary to make it fully heated or the demising wall between the proposed install area and the retail area may need to be insulated. Please add information to plans to address these concerns. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. (P:loanna/Comments 1 D08 -191 PW) • • PUBLIC WORKS DEPARTMENT COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards DATE: April 21, 2008 PROJECT: Car Toys Tenant Improvement REVIEW #: 1 PERMIT NO: D08 -191 PLAN REVIEWER: Contact Joanna Spencer at (206) 431 -2440 if you have any questions regarding the following comments. 1) 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. Since the project includes alterations to the existing plumbing system, the entire plumbing system must be brought up to the current standards as set forth in the Uniform Plumbing Code including installation of an approved backflow prevention on the fire line and the domestic water supply to the building. The City has determined that the subject building has deficiencies on domestic, fire prevention water service and landscape irrigation. a) Domestic Water Service A Reduced Pressure Principle Assembly (RPPA), previously called a Reduced Pressure Backflow Assembly (RPBA), shall be installed immediately downstream of the permanent water meter. Installation at another location requires the Public Works Director's approval. The RPPA shall be installed in a Hot Box/Hot Rock or equal freeze protection enclosure anchored to a minimum 4" thick concrete pad. Public Woks strongly recommends a power supply for the freeze protection enclosure. Please specify on your plan backflow size, manufacturer, and model number and submit a cut sheet of the proposed devise. b) Fire Prevention The existing Fire Department Connection (FDC) shall be upgraded with 5" locking stortz caps manufactured by Knox Corporation. Contact the Tukwila Fire Department at (206)575 -4404 to obtain an order for. The existing private fire hydrant shall be upgraded with a storz connection (not a locking cap) c) Landscape Irrigation The existing irrigation deduct water meter shall be upgraded with a TRPL register that is compatible to the Sensus automatic reading system. A conduit is required for connection with the domestic water meter. Public Works staff couldn't find the Double Check Valve Assembly (DCVA) in the field.. Please show on site plan where the irrigation DCVA is located. Have the backflow tested by a certified tester and submit a copy of passing test report to Public Works. If there is no existing DCVA, please submit plans for new DCVA installation. I have enclosed Development Bulletin C5, which spells out design and installation requirements for cross connection control. A separate letter was mailed to Schofield Associates in Seattle representing the property owner. The Public Works Director will withhold issuance of this Tenant Improvement permit until the backflow issues for domestic, fire prevention water and irrigation are resolved or the Permit Center receives plans for items la, lb and 1 c. Applicant can post a bond for these items in the amount equal to 150% of the design, installation, and testing cost of subject devices, together with a letter stating the installation by a certain date. ACTIVITY NUMBER: D08 -191 DATE: 07 -10 -09 PROJECT NAME: CAR TOYS SITE ADDRESS: 16935 SOUTHCENTER PY Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 2 X Revision # 1 After Permit Issued DEPARTM Building Division Public Works DETERMINATION Oy COMPLETENESS: (Tues., Thurs.) Incomplete ❑ Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS RQUTING: Please Route • • PERMIT PLAN REVIEW /ROUTING SLIP REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents /routing slip.doc 2 -28 -02 Fire Prevention Structural Structural Review Required Planning Division ❑ Permit Coordinator DUE DATE: 07-14-09 DATE: Not Applicable ❑ No further Review Required DUE DATE: 08 -11 -09 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -191 DATE: 01 -08 -09 PROJECT NAME: CAR TOYS SITE ADDRESS: 16935 SOUTHCENTER PY Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 X Revision # 1 After Permit Issued DEPARTMENTS: I u' g 'iTs "i n Public Works Complete Comments: • • PERU C!a ! RD ( : " Y PLAN REVIEW /ROUTING SLIP Structural Incomplete TUES/THURS RO TING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved 1 Approved with Conditions Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 Fire Prevention DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Planning Division ❑ Permit Coordinator DUE DATE: 01 -13 -09 DATE: DATE: Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: ❑ No further Review Required DUE DATE: 02 -10 -09 Not Approved (attach comments) n u Permit Center Use Only CORRECTION LETTER MAILED: I_ 1 C' Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -191 PROJECT NAME: CAR TOYS SITE ADDRESS: 16935 SOUTHCENTER PY DATE: 06 -17 -08 Original Plan Submittal Response to Incomplete Letter Response to Correction Letter # X Revision # 1 after Permit Issued DEPARTMENTS: Public Works PLAN REVIEW/ROUTING SLIP ro' P ERMIT COORD COPY Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 Incomplete n TUES/THURS ROUT G: Please Route Structural Review Required REVIEWER'S INITIALS: n n DATE: DATE: Planning Division Permit Coordinator DUE DATE: 06-19-08 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: No further Review Required DUE DATE: 07-17-08 Approved ❑ Approved with Conditions n Not Approved (attach comments) Notation: REVIEWER'S INITIALS: n n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg [ ' Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPARTMENTS: I ng 'vision Publi W r s Comments: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 • PERMIT COORD COPY • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D08 - 191 DATE: 05 -27 -08 PROJECT NAME: CAR TOYS SITE ADDRESS: 16935 SOUTHCENTER PY Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # after Permit Issued Fire Prevention Structural ETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete TUES/THURS ROUT)NG: Please Route Structural Review Required REVIEWER'S INITIALS: n ❑ Permit Coordinator n DUE DATE: 05 -29-08 Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: No further Review Required DATE: DUE DATE: 06-26-08 Approved n Approved with Conditions Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Planning Division Not Applicable n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -191 DATE: 04 -15 -08 PROJECT NAME: CAR TOYS SITE ADDRESS: 16935 SOUTHCENTER PY X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: B llaing'IIiCrision ublic WI Complete Comments: TUES/THURS ROUTING: Please Route Documents/routing slip.doc 2 -28 -02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP r -� REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: 61► MAK Fire Prevention Structural Incomplete Structural Review Required n ETERMINATION OF COMPLETENESS: (Tues., Thurs.) 144. 4--11'0 Planning Division ❑ Permit Coordinator DUE DATE: 04 -17 -08 Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required DATE: Not Applicable DUE DATE: 05 -15 -08 Not Approved (attach comments) Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 4 , l2 n Departments issued corrections: Bldg 121' Fire ❑ Ping ❑ PW l!'J Staff Initials: l�J REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS ff OD(ti-b 1!a -x'05 �/ Summary of Revision: b fi u a V (AA( h e j in 4 ( 4 yt``\� }; 1E- p ei (.., roan b ytv►q v flito letc410 tad•-- b re V1 r (. “t (-, (, lni p [AA— Received by: 140444 i fl It el in/1 REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: PROJECT NAME: CO t 0 SITE ADDRESS: IU c. P) REVISION LOG 1 PERMIT NO: 1) - (� ORIGINAL ISSUE DATE: (please print) (please print) (please print) (please print) (please print) REVISION SUBMITTAL Revision submittals Hurst be submitted in person at the Permit Center. Revisions will not be accepted through the retail, fax, etc. Date: June 29 2009 Plan CheckiPermit Number: D08-191 ❑ Response to Incomplete Letter # • Response to Correction Letter # 2 • Revision # 1 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: CAR TOYS Project Address: 16935 SOUTHCENTER PY Contact Person: Keith Smith Summary of Revision: Z Entered in Permits Plus on • • City of Tukwila applications forms- applications on line\revision submittal Created X•13 -'004 :tr Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206- 431 -3665 Web site: hrrp :.;'www.cr.nrk revision clarifications to original permit set as related to the construction set, see attached response letter, outlining revisions and clarifications. Sheet Number(s): all sheets effected FEpMITGEN1iEp "Cloud" or highlight all areas of revision including date o Received at the City of TukNN ila Perm:: Center bv: - 1-1p -o/ 206 - 713 -4076 Phone Number: Steven M. Mullet, Alavor Steve Lancaster-. Director CITY OF TUKWILA J UL 10 2009 Project Name: Project Address: Contact Person: • 0 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us 1 REVISION SUBMITTAL 1 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: poi-1g( G Date: 0170 0 1 ❑ Response to Incomplete Letter # ;K Response to Correction Letter # 1 int Revision # ( after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner (arlo5 16 Soul Mt/ Sum of ' evision: ' 0 .._ / I .t / .4 to r V .e . /r i l�l r i i / I, L reU(Sld gvls pMfri Sheet Number(s): tete 5ct "Cloud" or highlight all area of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on 1 \applications \forms- applications on Tine \revision submittal Created: 8 -13 -2004 Revised: Phone Numbe : RECEIVED cmron1KWIL* I JAN .0 8 2009 PERMIT CENTER Date: • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, `Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # ( after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: Contact Person: Summa of Revi ion: i 4./ J� ,/ Phone Number: /�%r Sheet Number(s): ? , D/ (. 02' / 0 1/ � (.9( 4 / / 5G (l "Cloud" or highlight all areas of revision in /luding date of evision l Received at the City of Tukwila Permit Center by/ Entered in Permits Plus on Cie \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Plan Check/Permit Number: il Ant.A JU N 1 7 2008 PERMIT CENTER 4 Date: V7Voe' • ❑ Response to Incomplete Letter # City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: //www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Response to Correction Letter # ❑ Revision # Project Name: Project Address: Contact Person: Summary of Revision: after Permit is Issued Plan ChecWPermit Number: ❑ Revision requested by a City Building Inspector or Plans Examiner • Steven M. Mullet, Mayor Steve Lancaster, Director A@e Pm' !3F T,r MAY 2 7 1009 PERMIT CENTEh / 1 JJ'i4 .) PW Sheet Number(s): � - ! ( [ ' ( , � "Cloud" or highlight all areas . revision iricludin date o % g .f revision Received at the City of Tukwila Permit Center by: i P( Entered in Permits Plus on (11A \applications\tomu- applications on line revision submittal Created: 8 -13 -2004 Ph9ne Nu ber: M/41—/ UIV Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 Drinking fountain (each head) 1 .5 Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 'i I Sink, Clinic flushing 8 8 Sink, kitchen 3 2 r Sink, other (service) 3 1.5 Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Urinal, waterless 0 0 Water closet, tank or valve, 1.6 GPF 6 3 1■ 1 Pi--? Water closet, tank or valve, >1.6 GPF 8 4 A King County Department of Natural Resources and Parks Wastewater Treatment Division Non- Residential Sewer Use Certification • To be completed for all new sewer connections, reconnections or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type 77716,14 Pro • ='y Street Addre / city 7 State & Owner's Nam Subdivision Name Subdiv. # Building Name (if a plicable ( � / Owner Phone Number (with Area Cod Property Co tad Phone Number (with Area Code) Owner's Mailing Address *Oer- tci I Lot # Block # s Atrammor A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units _ 20 Signature of Owner /Representative Print Name of Owner /Representative 1058(Rev 9/07) RCE ZIP White - Kinn Count,/ Property Tax ID # Party to be Billed (if different from owner) City or Sewer District Date of Connection Side Sewer Permit # Please report any demolitions of pre - existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre- existing building? El Yes ❑ No Was building on Sanitary Sewer? ❑ Yes ❑ No Was Sewer connected before 2/1/90? ❑ Yes ❑ No Sewer disconnect date: Type of building demolished? Request to apply demolition credit to multiple buildings? ❑ Yes ❑ No B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: Estimated Wastew to ischarge: Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) _ 187 C. Total Residential Customer Equivalents: (add A & B) A B Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be prepaid at a discounted amount. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206 - 684 -1740. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corr- _ e : •ata for d termination of a revised capacity charge. /'4 Vallnw - 1 nral Cawar Anpnry (2fc cgs RCE Pink - Suer C, ictnmar RCE - ZEE IVIE . APR 15 2008 PERMIT CENTS -. Date License Information License SDDEACW 108NT Licensee Name S D DEACON CORP OF WASHINGTON Licensee Type CONSTRUCTION CONTRACTOR UBI 601259893 Ind. Ins. Account Id Business Type CORPORATION Address 1 2375 130TH AVE NE #200 Address 2 City BELLEVUE County KING State WA Zip 98005 Phone 4252844000 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 8/30/1990 Expiration Date 6/20/2010 Suspend Date Separation Date Parent Company Previous License Next License DEACOCCOI IJB Associated License Business Owner Information Name Role Effective Date Expiration Date DEACON, STEVEN D 01/01/1980 SMITH, RICHARD 01/01/1980 DEACON, DONNA J 01/01/1980 GALASH, STEPHEN J 01/01/1980 Look Up a Contractor, Electron or Plumber License Detail Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. • Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date Page 1 of 6 https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= SDDEACW 108NT 06/16/2008 `a. s c R 410 A II �L , e go : IMPROV _ T NAN M NT ... 16935 SOU c , N ER PARKWAY • , PROJECT GENERAL NOTES PROJECT DATA PROJECT DIRECTORY LANDLORD NOTES DRAWING INDEX 1. SEE APPROPRIATE DRAWINGS FOR GENERAL NOTES OF OTHER DISCIPLINES: STRUCTURAL, ELECTRICAL, MECHANICAL AND PLUMBING. 2. DO NOT SCALE DRAWINGS- USE DIMENSIONS ONLY. 3. DIMENSIONS WHERE SHOWN ARE NORMALLY GIVEN: A. TO COLUMN CENTER LINE B. TO FINISH FACE OF CMU OR GWB. 4. DIMENSIONS SHOWN ON LARGER SCALE DRAWINGS GOVERN. 5. FIELD VERIFY ALL EXISTING CONDITIONS. REVIEW EXISTING CONDITIONS PRIOR TO COMMENCING THE WORK, NOTIFY ARCHITECT OF UNEXPECTED CONDITIONS. 6. ALL NUMERICAL ELEVATIONS ARE TO TOP OF CONCRETE SLAB, UNLESS NOTED OTHERWISE. 7. "ALIGN" AS INDICATED ON THE DRAWING SHALL BE UNDERSTOOD TO MEAN TO ALIGN THE FINISH MATERIAL OF THE WALLS OR COLUMNS INDICATED. 8. ALL INTERIOR GYPSUM WALL BOARD IS 5/8 " TYPE X GWB ON METAL STUDS OR FURRING CHANNELS UNLESS NOTED OTHERWISE, SIZES AS DIMENSIONED ON PLANS. SEE NOTE FOR LOCATION OF WATER RESISTANT GWB. 9. PROVIDE WATER RESISTANT TYPE X GWB IN ALL TOILET ROOMS, WAREWASH AND WET AREAS. 10. ALL FINISH CEILING HEIGHTS SHALL BE CONFIRMED UNLESS NOTED OTHERWISE ON THE ROOM FINISH SCHEDULE. 11. PROVIDE FINISH WALL BEHIND ALL EQUIPMENT AND CASEWORK. 12. PROVIDE ALL ACCESSIBLE SIGNAGE AS REQUIRED BY LOCAL OR APPLICABLE JURISDICTION. 13. PROVIDE ONE TYPE 5E- 2A -10BC FIRE EXTINGUISHER PER 3,000 SF AND NOT MORE THAN 75 FT OF TRAVEL DISTANCE. 14. THERE SHALL BE NO BACK -TO -BACK ELECTRICAL, TELEPHONE, OR OTHER OUTLETS. SEPARATE OUTLETS BY 6" AT NONRATED, PARTITIONS. SEPARATE OUTLETS BY 24" MIN. AT FIRE RATED PARTITIONS. 15. WHERE HVAC OR OTHER MECHANICAL ELECTRICAL AND PLUMBING ITEMS PENETRATE PARTITIONS, STUDS SHALL BE BRACED AND FRAMED TO STRUCTURE AS REQUIRED TO PROVIDE ADEQUATE SUPPORT. ALL PENETRATIONS THROUGH RATED WALLS SHALL BE SEALED TO PROVIDE FIRE, SMOKE AND /OR ACOUSTICAL ISOLATION OF SPACES WITH APPROPRIATE F IRE STOP MATERIAL. 16. ALL CHANGES IN PROJECT SCOPE DUE TO CONTRACTOR GENERATED ALTERNATES OR EXISTING FIELD CONDITIONS SHALL BE TRANSMITTED TO THE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. 17. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR RECEIVING AND INSTALLING OF OWNER FURNISHED ITEMS UNO. 18. POVIDE EXIT ILLUMINATION PER LOCAL CODES. 19. MODIFY THE FIRE PROTECTION SYSTEM TO ACCOMMODATE THE CONFIGURATION INDICATED ON THE PLANS. COMPLY WITH ALL GOVERNING ORDINANCES AND LANDLORD CRITERIA. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS. 20. SPRINKLER HEADS MOUNTED IN HARD (GWB) CEILINGS TO BE FULLY RECESSED WITH WHITE CAPS. 21. INSTALL ALL COMPONENTS OF FIRE RATED ASSEMBLIES PER RATING CRITERIA. 22. INSTALL FIRE ALARM SYSTEMS TO COMPLY WITH LANDLORD CRITERIA 23. FIRE SPRINKLER KKLL ER SYSTEM WORK AND REQUIRED. RP FIRE ALARM SYSTEM WORK LOCAL CODES AS 15 TO BE SUBMITTED UNDER SEPARATE PERMITS. 24. PROVIDE FINISH FLOOR UNDER ALL EQUIPMENT AND CASEWORK. ADDRESS: 16935 SOUTHCENTER PARKWAY TUKWILA, WA 98188 -2888 CONSTRUCTION TYPE EXISTING/ NEW CONSTRUCTION TYPE: TYPE II -B SPRINKLERED OCCUPANCY GROUP PRIMARY OCCUPANCY: M- MERCHANTILE INCIDENTAL OCCUPANCY: GROUP S1 & GROUP F1 APPLICABLE CODES: 2006 INTERNATIONAL BUILDING CODE WITH WASHINGTON STATE AMENDMENTS 2006 INTERNATIONAL MECHANICAL CODE WITH WASHINGTON STATE AMENDMENTS 2006 UNIFORM PLUMBING CODE WITH WASHINGTON STATE AMENDMENTS 2006 NATIONAL ELECTRIC CODE WITH WASHINGTON STATE AMENDMENTS CHAPER 11 IBC AND OTHER INTERNATIONAL BUILDING CODE REQUIREMENTS FOR BARRIER- FREE DESIGN INCLUDING ICC /ANSI A117.1 - 2003 2006 WASHINGTON NON RESIDENTIAL ENERGY CODE 2006 NATIONAL FIRE CODE WITH WASHINGTON STATE AMENDMENTS ALL LOCAL ORDINANCES HAVING JURISDICTION ARCHITECT: smith co. LLC 1725 westlake avenue n. suite 210 Seattle, WA 98109 t: 206.383.54850 f: 206.464.0700 PROJECT MANAGER: K eith Smith MECHANICAL & JRED Engineering, Inc. PLUMBING: 5608 Charlesworth Dearborn Hts., MI 48127 313 -565 -5580 t 313 - 565 -9818 f ELECTRICAL: JRED Engineering, Inc. 5608 Charlesworth Dearborn Hts., MI 48127 313 - 565-5580 t 313 - 565 -9818 f 1. ILLUMINATED SIGNAGE SHOULD BE CONTROLLED BY TIME CLOCK, LIGHT LEAKS FROM CASEWORK NOT PERMITTED. LANDLORD MUST APPROVE, IN WRITING, ALL PROPOSED SIGNAGE PRIOR TO INSTALLATION. 2. ALL CABLING AND WIRES TO BE CONCEALED. AUDIO WILL NOT BE PERMITTED. 3. SNEEZE GUARDS TO BE BUTT JOINTED, FRAMELESS, NO VERTICAL SUPPORTS WITH SQUARE EDGE DETAIL /UV BONDING 4. ALL LIGHTING REQUIREMENT TO BE INSTALLED WITHIN FLOATING RETAIL. LIGHTING TO BE SURFACE MOUNTED TO COUNTER DURING FABRICATION. 5. TENANT MUST INSTALL LANDLORD APPROVED LATEX - RUBBER WATERPROOFING MATERIAL UNDER THE FLOOR FINISH. THE MEMBRANE MUST LAP UP PERIMETER WALLS UNDERNEATH THE COVED BASE TO MW. HT. OF 12 "AFF. AND UNDER THE COVED BASE OF THE DISPLAY CABINETRY INSIDE OF THE RETAIL SPACE. 6. ALL MECHANICAL & PLUMBING SYSTEMS AND EQUIPMENT SHALL BE INSTALLED, BRACED AND INSULATED IN ACCORDANCE WITH ALL LOCAL CODE REQUIREMENTS. TENANT SHALL MAKE ALL CONNECTIONS TO THE UTILITY SERVICES PROVIDED. 7. FOR FOOD COURT TENANTS, THE DOMESTIC WATER SERVICE SHALL BE 2 ". TENANTS WITH HIGH WATER USAGE SHALL PROVIDE AND INSTALL A DOMESTIC WATER SUB - METER. TENANTS SHALL PROVIDE AND INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER ON THEIR WATER SERVICE. WATER PIPING SHALL BE TYPE 'L' HARD COPPER TUBE ABOVE GRADE AND TYPE 'K' SOFT COPPER TUBE BELOW GRADE. WATER HEATERS SHALL BE ELECTRIC. 8 . FOR FOOD RELATED TENANTS, GAS SERVICE IS AVAILABLE. TENANTS ARE REQUIRED TO IN; EARTHQUAKE VALVE. . TENANT SHALL DESIGN AND INSTALL AN ELECTRICAL /TELEPHONE BASED ON THE FOLLOWING: 488 VOLT , THREE- PHASE, FOUR WIRE, 60 CYCLE SYSTEM. CONDUIT PROVISIONS FOR FLOA - . ING FOOD KIOSKS: 200A (208Y / 120V) -(2) 3" CONDUIT. ELECTRICAL SYSTEM SHALL BE DESIGNED IN ACCORDANCE WITH LANDLORDS CRITERIA AS OUTLINED IN THE DESIGN MANUAL. 10. TENANTS CONTRACTOR SHALL PROVIDE A FIRE WATCH AND PORTABLE FIRE EXTINGUISHER. ARCHITECTURAL A101 COVER SHEET A102 DOOR SCHEDULE & HARDWARE D1.01 DEMOLITION PLAN A201 FLOOR PLAN A201.1 DIMENSION PLAN AND FLOOR FINISH A201.2 TRENCH PLAN A202 ENLARGED PLANS & DETAILS A203 EGRESS PLAN A301 REFLECTED CEILING PLAN A401 ARCHITECTURAL DETAILS A402 INTERIOR ELEVATIONS A403 INTERIOR ELEVATIONS A404 CASEWORK DETAILS & ELEVATIONS A405 WORKBENCH & OFFICE ELEVATIONS A501 EXTERIOR ELEVATIONS SP101 GENERAL SPECIFICATIONS SP102 GENERAL SPECIFICATIONS PLUMBING / MECHANICAL / ELECTRICAL P101 PLUMBING PLAN P102 PLUMBING DETAILS M101 MECHANICAL PLAN M102 MECHANICAL SPECIFICATIONS, SYMBOLS M401 HVAC PLAN AND EQUIPMENT SCHEDULE E101 ELECTRICAL POWER PLAN E401 ELECTRICAL LIGHTING PLAN E801 SCHEDULES AND RISER DIAGRAM E802 SPECIFICATIONS FIXTURING OCCUPANCY SQ. FOOTAGE MERCHANTILE - M 3 30 SF /30 = 108 OFFICE 218 SF /100 = 3 STOCK 978 SF /300 = 4 INSTALL - 5 -1 3661 SF /200 = 19 SHOP - F -1 355 SF/200 = 2 OCCUPANT LOAD = 136 TOTAL SQ. FEET 8442 SQ. FT SITE PLAN a . ° o a o _ 0 ° ° �1 I r I 1 I ErvAirhir_ __ _ 0��,.. �� _ _ _ II �= `/ � . _ l rya A r o d Al III 15" - S ABATE U B T ` SEPARATE PERMIT REQUIRED FOR: 6ebhanical tubi � Ar.40 MSS PI �� City of Tukwila BUILDING DIVISION . ALARM AND SIGNAGE UNDER SEPARATE SUBMITTAL. �Aj'�I 10440 , ' �� 40 % : I� C V V V \ SC O W OR K I� , LISTED, %��i �./ I`''`I , BUILDING: THE WORK INCLUDES, BUT NOT LIMITED TO INTERIOR TENANT IMPROVEMENTS AND FINISHES, ITEMS FURNISHED BY THE OWNER AND INSTALLED BY THE CONTRACTOR AND ITEMS FURNISHED AND INSTALLED BY THE OWNER WITH FINAL CONNECTIONS BY THE CONTRACTOR. THE WORK ALSO INCLUDES, BUT NOT LIMITED TO, INTERIOR AND STOREFRONT SIGNAGE, HVAC SYSTEMS, ENERGY MANAGEMENT SYSTEMS, PLUMBING AND ELECTRICAULIGHTING SYSTEMS. ON NO WORK a'��� " PROJECT LOCATION . - ' - -- . ''' ''' •F REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. I SCALE: N.T.S. FOR ADDITIONAL ABBREVIATIONS ARCHITECTURAL ABBREVIATIONS SEE OTHER DESIGN DISCIPLINES ARCHITECTURAL SYMBOLS ACOUS. ACOUSTICAL ELEV. ELEVATION L. LONG, LENGTH PR. PAIR T.O.S. TOP OF STEEL ADJ ADJUSTABLE, ADJACENT ELEC. ELECTRICAL LAM. LAMINATE, LAMINATED PROJ. PROJECT T.O.W. TOP OF WALL A.F.F. ABOVE FINISHED FLOOR (SLAB) ENCL. ENCLOSURE L.F. LINEAR FOOT, LINEAL FOOT PRV PRESSURE REDUCING VALVE T &B TOP AND BOTTOM ALUM ALUMINUM EQ. EQUAL LIQ. LIQUID P.T. PRESSURE TREATED TEL. TELEPHONE ANOD. ANODIZED EXH. EXHAUST L.P. LOW POINT Q.T. QUARRY TILE TEMP. TEMPERED GLASS APPROX. APPROXIMATE EXIST. EXISTING LT.WT. LIGHT WEIGHT QTR. QUARTER TYP. TYPICAL BD. BOARD EXP. EXPANSION MAS. MASONRY R RADIUS UTIL. UTILITY B.F.F. BELOW FINISHED FLOOR (SLAB) EXT. EXTERIOR MAX. MAXIMUM R.C. REFRIGERATION CONTRACTOR U.B.C. UNIFORM BUILDING CODE BLDG. BUILDING F.D. FLOOR DRAIN M.B.S. METAL BUILDING SUPPLIER R.C.P. REFLECTED CEILING PLAN U.N.O. UNLESS NOTED OTHERWISE BLK. BLOCK FDN. FOUNDATION MECH. MECHANICAL R.D. ROOF DRAIN V.C.T. VINYL COMPOSITION TILE BLK'G. BLOCKING FF FACTORY FINISH MFG. MANUFACTURING R.L. ROOF LEADER VERT. VERTICAL BM. BEAM FHS FLAT HEAD SCREW MFR. MANUFACTURER REC'D. RECEIVED V.I.F. VERIFY IN FIELD BOT. BOTTOM FL. FLOOR M.H. MANHOLE REFRIG. REFRIGERATION W/ WITH BTWN. BETWEEN F.I.O. FURNISHED AND INSTALLED MIN. MINIMUM REINF. REINFORCING W/O WITHOUT CB CATCH BASIN BY OWNER M.I.P. METAL INSULATTED PANEL REQ'D. REQUIRED WD. WOOD C.G. CORNER GUARD FIN. FINISH MISC. MISCELLANEOUS R.O. ROUGH OPENING WDW. WINDOW C.I. CAST IRON F.R.P.P. FIBER REINFORCED PLASTIC M.O. MASONRY OPENING SCHED. SCHEDULE WHS. WELDED HEAD STUD C.I.P. CAST IN PLACE PANEL(S) M.R. MOISTURE RESISTANT S.C. SOLID CORE W.P. WATERPROOF C.L. CENTER LINE FRT. FIRE RETARDANT TREATED MULL. MULLION SHT. SHEET W.R. WATER RESISTANT CLR. CLEAR FTG. FOOTING MTD. MOUNTED SIM. SIMILAR WT. WEIGHT CLG. CEILING GA. GAUGE MTG. MOUNTING S.I.O. SUPPLIED AND INSTALLED W.W.F. WELDED WIRE FABRIC CMU CONCRETE MASONRY UNIT GALV. GALVANIZED MTL. METAL BY OWNER Y.D. YARD DRAIN COL. COLUMN G.C. GENERAL CONTRACTOR N.I.C. NOT IN CONTRACT S.I.V. SUPPLIED AND INSTALLED CONC. CONCRETE GWB GYPSUM WALLBOARD, GYPSUM NOM. NOMINAL BY VENDOR CONT. CONTINUOUS BOARD N.T.S. NOT TO SCALE S.O.I.C. SUPPLIED BY OWNER INSTALLED CONSTR. CONSTRUCTION H.B. HOSE BIBB O.A. OVERALL BY CONTRACTOR CONTR. CONTRACTOR H.C. HANDICAPPED O.C. ON CENTER SQ. SQUARE C.T. CERAMIC TILE H.M. HOLLOW METAL O.D. OVERFLOW DRAIN S.S. SERVICE SINK, SANITARY SEWER DBL DOUBLE HORIZ. HORIZONTAL O.H. OVERHEAD SST STAINLESS STEEL DIM. DIMENSION H.P. HIGH POINT OP'G OPENING STD. STANDARD DTL. DETAIL HT. HEIGHT OPP. OPPOSITE STL. STEEL D.F. DRINKING FOUNTAIN HTR. HEATER PTN. PARTITION STRUCT. STRUCTURE, STRUCTURAL D.S. DOWNSPOUT HVAC HEATING, VENTILATION, AND PERP. PERPENDICULAR SUSP. SUSPENDED DWG. DRAWING AIR CONDITIONING PL. PLATE, PROPERTY LINE SYS. SYSTEM EA. EACH IBC INTERNATIONAL BUILDING CODE PLAS.LAM. PLASTIC LAMINATE T TREAD, TOP E.F.S. EXTERIOR FINISH SYSTEM INSUL. INSULATION PLYWD. PLYWOOD T.O.J. TOP OF JOIST E.I.F.S. EXTERIOR INSULATION AND INT. INTERIOR PLBG. PLUMBING T.O.M. TOP OF MASONRY FINISH SYSTEM JT. /JTS. JOINT, JOINTS PNL. PANEL, PANELING T.O.P. TOP OF PARAPET SYMBOLS NORTH , � ARROW I - I PROJECT NORTH ITEM 5.1.0 MATERIALS REVISION CLOUD OR N.I.C. DETAIL DETAIL IDENTIFICATION CUT LINE - DEFINES THE DETAILED ELEMENT © A8.01 SHEET WHERE DRAWN WALL SECTION DETAIL IDENTIFICATION CUT LINE - DEFINES THE DETAILED ELEMENT A7.01 `� SHEET WHERE DRAWN BUILDING SECTION DETAIL IDENTIFICATION 6 A3.01 SHEET WHERE DRAWN EXTERIOR ELEVATION DETAIL IDENTIFICATION 8 ARROW �� ^ - - J ,. DOOR 2580A WINDOW, LOUVER EQUIPMENT ® ROOM ROOM AND DELTA L__.] GYPSUM BOARD TRUE NORTH © INDICATOR MARK 50' - 0" A.F.F. WORK, CONTROL '. CONCRETE ITEM S.O.I.0 OR S.I.C. l EARTH . DOOR CODE - REFER TO SCHEDULE SLOPE DOWN OR DATUM POINT a ,,s, �,J;;,'�� GRAVEL DIRECTION :7', ' WITH DATUM MARK NEW CONSTRUCTION - SHOWN SOLID CMU OR BRICK RECITE OR 1l8" PER FOOT MARK WINDO NUMBER - REFER TO SCHEDULE SPRINKLER MAIN PLYWOOD ;� ,, - .; RIGID INSULATION ° F 1 0 BAIT INSULATION EXISTING MARK PROPERTY LINE - SHOWN [><I WOOD MEMBER CONSTRUCTION TO REMAIN _ - -i WOOD BLOCKING LIGHT BACKGROUND -� EQUIPMENT NUMBER - REFER TO SCHEDULE FENCE - .__ - -- --- r FINISHED WOOD La ACOUSTICAL TILE 1 %%, MARK x x x x - x - x x x STEEL - ROOM NAME EXISTING CONSTRUCTION TO BE �� ALUMINUM _ 100 ROOM NUMBER n BREAKLINE REMOVED - SHOWN DASHED - ,, ,: A3.02 SHEET WHERE DRAWN INTERIOR ELEVATION , - r E'I'F'S' v COLUMN GRIDS WALL TYPE MARK - - ® SOUND INSULATION �a �p ECEI V ED JUL 10 2009 FIRE EXTINGUISHER DETAIL IDENTIFICATION 5.03 6 WALL TYPE FE . SHEET WHERE DRAWN 7 u PERMIT CENTER - NOTE boBi'i i CAR'TOYS A better way to go 1 6935 So. enter Parkway Tukwila, WA 98188 smith ca. 1725 westlake ave. n. suite 210 seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith @smithco.org http: / /www.smithco.org/ Consultant FILE COPY Permit No Plan review approval Is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted cots or ordinance. Receipt of approved Field Copy and cnditions is acknowledged: Date: Consultant Registration Issues and Revisions No. Date CODE COMPLiANQ c APPROVED JUL 1 b 2009 City Of 7i,rkwffa BUILDING DIVISION 1 04.15.08 PERMIT KLS 2 05.21.08 OWNER REV KLS 3 06.10.08 CONSTRUCTION SET KLS As City of Tukwila BUILDING DIVISI ` RRECTIO ,t TR R EvIe7iOA Project Number 02006088.00 Scale AS NOTED Template 4.3 (120101) A1.01 6294 Project Name CARTOYS SOUTHCENTER Computer File CW05- 2008- T1.DWG Architect Registration REGISTERED ARCHITECT KEITH L. SMITH STATE OF WASHINGTON Issues By Check Description GENERAL INFORMATION All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. DOOR NUMBER LOCATION V 0 R FRAME GLAZING HEAD JAMB SILL HARDWARE GROUP HARDWARE SUPPLIER REMARKS LANDLORD SUPPLIED, INSTALLED ROOM NAME TYPE TY PE FINISH MATERIAL LABEL DOOR SIZE MATERIAL FINISH 0 ENTRANCE AA EXISTING ALUMINUM - EXISTING PAIR 3' -0" x 7' -0" ALUMINUM EXISTING TEMPERED - - 6 L,L • N Q DBLDOOR D D -1 (INT,) H. MTL, - EXISTING 3'-0" x 7' -D" WELDED H. METAL D -1 (INT.) - - - 7 L,L EXISTING • GC TO WELD SHUT ® INSTALL E D -3 (INT.) GALV. STL, - 16' -0" X 9' 0° GALV. STL, D -3 (INT,) - - - PADLOCK CONTRACTOR INSULATED DOOR BY TENANT G.C. 4 INSTALL E D -3 (INT.) GALV, STL. - 16' -0" x 9' -0" GALV. STL. D -3 (INTJ - - - PADLOCK CONTRACTOR INSULATED DOOR BY TENANT G,C, 0 NOT USED CD REAR EXIT D D -1 (INT.) H. MTL. EXISTING 3' -0" x 7' -0" H, METAL D -1 (INT.) - 12 L.L DOOR RELOCATED lIl ® NOT USED IIIIIh STORAGE #2 D D -1 H. MTL, - 3'-0" X 7' -0" KNOCK DOWN H. METAL D -1 10/A102 10 /A102 9/A102 5 CONTRACTOR FCIC ® NOT USED 10 NOT USED 11 RADIO ROOM 2 G SF -1 ALUMINUM 3' -6" X 8' -10" ALUMINUM SF -1 TEMPERED - 11 OWNER F ❑IC SEE NOTE 5 12 RADIO ROOM 1 G SF -1 ALUMINUM 3' - 6" X 8' -10" ALUMINUM SF -1 TEMPERED - - - 11 OWNER FDIC -- SEE NOTE 5 13 IN CAR THEATER H SF -1 ALUMINUM 1' 6 10" ALUMINUM SF -1 TEMPERED - - - 10 OWNER F ❑IC SEE NOTE 8 14 WOMENS RESTROOM B D -5 S.C. WOOD W/ MAPLE VENEER _ 3'--0" x 7' -0" KNOCK DOWN H. METAL D -1 8/A102 8/A102 9/A102 3 CONTRACTOR FCIC SEE NOTE 3 15 LUNCH ROOM B D -5 S.C. WOOD W/ MAPLE VENEER 3' -0" x 7' -0" KNOCK DOWN H. METAL D -1 8/A102 8/A102 9/A102 4 CONTRACTOR FCIC Ira 16 MENS RESTROOM B D-5 S.C. WOOD W/ MAPLE VENEER - 3' -0" x 7' -O" KNOCK DOWN H. METAL D -1 8/A102 8/A102 9/A102 3 CONTRACTOR FCIC SEE NOTE 3 T 17 RADIO ROOM 3 G SF -1 ALUMINUM - 3' - 6" x 8' -10" ALUMINUM SF-1 TEMPERED - - - 11 OWNER FDIC SEE NOTE 5 18 INSTALL / SALES H SF -1 METAL 90 MIN 3' -0" x 8' -10" METAL SF -1 TEMPERED - 2/A102 _ 14 CONTRACTOR FCIC 19 FIRE DOOR F D -1 GALV, STL. 1 -HOUR 15' -0" X 12' 6' 8' -0" X 12' -6" GALV. STL. D -1 - 7/A102 - - CONTRACTOR FCIC - SEE NOTE 7, TUBE STEE SUPPORT PER MFGR. SPEC. 20 WORKSHOP - PLASTIC STRIP CURTAIN _ (VERIFY) - - - - - CONTRACTOR 21 ROLL -UP DOOR - G SIM ALUM - 8' -8" x 10' -0" AALUM ALUM - - - - CONTRACTOR 22 23 4 STOCK PARTS CASHWRAP / PARTS OFFICE D B B D 1 D-5 D -5 H, MTL, S.C. WOOD W/ MAPLE VENEER S.C. WOOD W/ MAPLE VENEER 1 -HOUR O _ 4' -0" x 7' -0" 3' -0" x 7' -0" WELDED H. METAL D -1 1O/A102 1O/A102 9/A102 13 CONTRACTOR FCIC KNOCK DOWN H. METAL D -1 8/A102 8/A102 9/A102 2 CONTRACTOR ECM 3' -0" x 7' -0" KNOCK DOWN H. METAL D -1 8/A102 8/A102 9/A102 1 CONTRACTOR FCIC 25 MGMT. OFFICE B D -5 S.C. WOOD W/ MAPLE VENEER - 3' -0" x 7' -0" KNOCK DOWN H. METAL D -1 8/A102 8/A102 9/A102 1 CONTRACTOR FCIC 26 SECURITY 1 BY MFR, ALUMINUM - 11' -0" X 12' -6" (VERIFY) - _ - - 11/A102 - 9 SPECIALTY DOOR FO1C cAR.Toys A better way to go; 16935 Southcenter Parkway Tukwila, WA 98188 smith co. 1725 westlake ave. n. suite 210 seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith @smithco.org http: / /www.smithco.org/ Consultant I 1 ' 1 ( l I. onsultant Issues Registration and Revisions Architect Registration 6294 REGISTERED ARCHITECT KEITH L SMITH STATE OF WASHINGTON •. Date Issues By Check 1 04.15.08 PERMIT KLS 2 05.21.08 OWNER REV KLS 3 06.10.08 CONSTRUCTION SET KLS REVIEWED FOR CODE COMPLIANce APPROVED JUL 16 2009 N I City of Tukwila [BUILDING DIVISION Project .me CARTOYS SOUTHCENTER Project Nu I ber 02008018.00 Descriptio SCHEDULES Computer File CW05- 2008— A102,DWG Scal: AS NOTED Template 4.3 (120101) \OT APPLICABLE T SCALE: 3 "=1' -0" SETTING BLOCK ALUM, STOREFRONT (MATCH EXISTING) STOREERO\ T SCALE: 3"=1'- 0" \OT APPL SCALE: 3 " =1' -0" JAv \OT APPLICABLE T SCALE: 3 " =1'- 0" \OT APPL SCALE: 3 " =1' -0" OT APPLICABL SCALE: 3 " -1' -0" CABLE THIS JOB CABL 4 1 /P' 4, ELASTR❑MERIC GASKETS TYP T T IS JOB EA S JOB IS JOB S JOB ALUM STOPS ALUM FRAME (MATCH EXISTING) ELAST❑MERIC GASKETS PER DOOR MANUF. TYP TEMPERED GLASS PER CODE D S 1 ROLL- SCALE: 3 "= V 2 5/8' TYPE 'X' GWB PER PLAN U.L. RATED 1 HR ROLLING FIRE DOOR PER PLAN P ERE DOOR J B @ I \TERIOR WOOD 3O0 JAvB, -1A3 S v. 8 SCALE: 3 " =1' -0" 3 W003 DOOR S SCALE: 3 "= c) INSULATION PER PLAN 5 SEC, R VTL.)00� r J r, L- IL. RA 1/2' 0 RE ' CER STRIP AT DISSIMILAR F ODR FINISHES 1/2 SCALE: 1 1 /2 "= NEW CONSTRUCTION EXIST. CONSTRUCTION BY TENANT'S G.C. BY LANDLORD (U,NZ.) SCALE: 1 1/2"- SCALE: 3 " =1' -0" TY CAT 6 \OT APL ICABL- 3' X 3' T,S., roln. @JAMB TYP. 5/8' E JAVB 5/8' TYPE 'X' GWB PER PLAN ANCHOR PER MANUF. REQ. DOOR PER SCHEDULE THIS JOB METAL FRAME W/ 3 ANCHORS PER, JAMB DOOR PER SCHEDULE 10 5/8' GYP. BD. BY TENANT'S G,C, GRILLE GUIDE SUPPORT TUBE EXIST. MTL. STUDS EXIST. SHEATHING SIM. STONE OVER STUCCO FINISH COAT OVER TH CONCRETE FINISH ISTING BLOCKING EXIST. STOREFRONT GLAZING GRILLE GUIDE ? ROLL DOWN GRILLE 3 5/8' METAL STUDS 5/8' GYP, BD. 11 WIDTH PER SCHEDULE T. E ANDD. ALUMINUM SINGLE PAIR DOOR TYP 1- 2 L7 w 2 w U w w a FUID = FURNISHED OWNER /INSTALL OWNER FCIC = FURNISHED CONTRACTOR /INSTALL CONTRACTOR FDIC = FURNISHED OWNER /INSTALL CONTRACTOR DOOR REM AR LL WIDTH PER SCHEDULE WOOD FLUSH DOOR O BB SINGLE PAIR =S /K NOT SEE SHEET A201.1 FOR FINISH SCHEDULE NOTE 1: PULL HANDLES ON EXTERIOR ONLY, NOTE 21 NO OPENING HARDWARE ON EXTERIOR, NOTE 3 LOCK SET WILL BE KEYED AND HAVE PUSH BUTTON ON RESTROOM SIDE, LOCK WILL UNLOCK IF BUTTON IS DEPRESSED AND DOOR IS THEN ALLOWED TO CLOSE. NOTE 4: ACTIVE DOOR WILL OPEN INTO SHOP. NOTE 5 PULL HANDLES ARE RECESSED AND BLACK. NOTE 6: DOOR AND FRAME PREPPED FOR DEAD BOLT WITH BLANK PLATE INSTALLED. NOTE 7' FUSIBLE LINK FRAMEWORK AND COIL COVER ARE PAINTED OUT LOWER PORTION GETS WAINSCOT. NOTE 81 SPRING LATCHES IN TOP 1' RADIUS WIRE PULLS INSIDE AND OUT, is H. MTL, FLUSH DOUR w 2 U cc w w CL 1. EXIT DOORS TO SWING IN THE DIRECTION OF TRAVEL. 2, ALL BUILDING EXITS TO HAVE AN ILLUMINATED EXIT SIGN, 3, PROVIDE ADA APPROVE STROBE LIGHT AT HANDICAPPED ACCESSIBLE EXITS. POWER TO BE SUPPLIED BY TWO SEPARATE CIRCUITS. ONE OF WHICH SHALL BE CONTROLLED SEPARATELY FROM ALL OTHER CIRCUITS. SIGNS TO HAVE BATTERY BACKUP. 4. SIDELIGHTS ADJACENT TO DOORS TO BE SAFETY GLAZED PER UBC, 5. GLAZING IN DOORS TO DE SAFETY GLAZING PER UBC. 6. FORCE OF ACCESSIBLE EXIT DOORS SHALL NOT EXCEED 8.5 POUNDS AT EXTERIOR DOORS, AND 5 POUNDS AT SLIDING, FOLDING AND INTERIOR SWING DOORS, 7. APPLY SEALANT AROUND THE ENTIRE FRAME PERIMETER OF ALL EXTERIOR AND INTERIOR FRAMES. SEALANT APPLICATION AT INTERIOR FRAMES SHALL CLOSE THE GAP BETWEEN THE WALL SURFACE AND THE FRAME, AND SHALL NOT CREATE A COVE, 8. DOOR HANDLE HARDWARE TO BE 'LEVER' TYPE TO MEET ADA & STATE REQUIREMENTS. 9, EXTERIOR DOOR BUTTS TO HAVE NON - REMOVABLE PINS. 10. GENERAL CONTRACTOR TO PROVIDE ALL LOCK SETS, KEYING SYSTEM AND CORES TO BE BY OWNER. 11. PROVIDE MINIMUM (3) SILENCERS PER DOOR, 12, PROVIDE CLEAR STICKER WITH 1' BLACK LETTERS READING; 'THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS' 13. PROVIDE AND INSTALL 6' SQUARE INTERNATIONAL SYMBOL OF ACCESS SIGN ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. SIGNS SHALL BE CENTERED AT 60' AFF. 14. PROVIDE ON DOORS WHERE SCHEDULED; 30' X 16' KICK PLATE & ' LIGHT GRAY' PUSH PLATES 15, ROLLING FIRE DOOR TO HAVE FUSIBLE LINK ACTIVATOR TIED TO ALARM SYSTEM 16. PROVIDE ADA APPROVED HANDICAPPED THRESHOLD AT MAIN ENTRANCE / EXIT DOORS 17. PROVIDE FLOOR STOPS AT ALL. INTERIOR DOORS 18. OPAQUE DOORS TO BE INSULATED W/0.6 U- FACTOR, 19. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT (I,E., NO DEAD BOLTS, SURFACE BOLTS, THUMB - TURNS, ETC. THE MAIN EXIT ONLY, MAY HAVE A KEY LOCKING DEVICE, IF THERE IS A SIGN ADJACENT TO THE DOOR STATING 'THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS'. WHEN UNLOCKED, THE DOOR SHALL BE FREE TO SWING WITHOUT THE USE OF ANY LATCHING DEVICE. (UBC 10043) SURFACE MOUNTED FLUSH OR SURFACE BOLTS ARE PROHIBITED, AUTOMATIC FLUSH BOLTS ARE ALLOWED ON PAIRS OF DOORS, PROVIDED THE DOOR WITH THE FLUSH BOLT HAS NO KNOBS OR SURFACE- MOUNTED HARDWARE, AND THE UNLATCHING OF ANY LEAF REQUIRES ONLY A SINGLE OPERATION. (UBC SECTION 10043). 20, DOOR CLOSER SWEEP PERIOD TO COMPLY WITH THE REQUIREMENTS 1 TAS SECTION 4.13.10, OOR GLAZ N G \ OTIS PER SCHEDULE 24 GA. GALV. METAL ROLL-UP DOOR WITH 18 GA. TRACK GROUP # 1 (OFFICE) EACH DOOR SHALL HAVE BUTTS; (3) EA, 1 - 1/2 PAIR STANLEY CB1900 , 4 1/2' x 4 1/2' x US26D. LATCHSET: SCHLAGE AL53PD SAT, US26D. (LEVER) DEADB ❑LT; SCHLAGE B760 (SINGLE CYLINDER) SAT, US26D, KEYED FROM OUTSIDE, THUMB TURN ON INSIDE (DEADB ❑LT AT DOOR #24 ONLY) CLOSER: CLOSERPLUS, #8501BF C@ PULL SIDE), US26D. FLOOR STOP: KICKPLATE: ROCKW ❑❑D, #J102, 12' x 34' x US26D x 050', B3E (BOTH SIDES). SILENCER; (3) EA, TRIMC❑, 1229A, US26D DOOR STOP! TRIMCD, 1270WV, US26D, GROUP #2 (STOCKROOM/CASHWRAP) EACH DOOR SHALL HAVE BUTTS: (3) EA, 1 - 1/2 PAIR STANLEY CB1900 , 4 1/2" x 4 1/2' x US26D. PUSH: PUSH PLATE, TRIMC❑ 1001 - 3P, US26D PULL ; PULL PLATE, TRIMC❑ 1010 -3, US26D CLOSER; CLOSERPLUS, #8501BF (@ PULL SIDE), US26D. DEADBOLT1 SCHLAGE B760 (SINGLE CYLINDER) SAT, US26D. KEYED ERDM OUTSIDE, THUMB TURN ON INSIDE FLOOR STOP: KICKPLATE: ROCKWOOD, #J102, 12' x 34' x US26D x ,050', 83E (BOTH SIDES). SILENCER: (3) EA, TRIMC❑, 1229A, US26D DOOR STOP; TRIMC❑, 1270WV, US26D. GROUP EACH BUTTS; LATCHSET: CLOSER: FLOOR STOP: KICKPLATE: SILENCER: DOOR STOP; GROUP #4 (LUNCH ROOM) EACH DOOR BUTTS: PUSH: PULL! CLOSER: WIDTH #3 (TOILETS) DOOR SHALL HAVE ARDWAR ROCKW❑ ❑D, #J102, 12' x 34' x US26D x ,050', B3E (BOTH SIDES). (3) EA, TRIMCD, 1229A, US26D TRIMCD, 1270WV, US26D, SHALL HAVE FLOOR STOP; KICKPLATE: R❑CKW ❑OD, #J102, 12' x 34' x US26D x .050', B3E (BOTH SIDES). SILENCER! (3) EA, TRIMC❑, 1229A, US26D DOOR STOP: TRIMC❑, 1270WV, US26D. GRO„P 24 GA. GALV, METAL ROLL-UP DOOR WITH 18 GA. TRACK 1 HOUR FIRE DOOR (3) EA, 1 - 1/2 PAIR STANLEY CB1900 4 1/2' x 4 1 /2' x US26D, SCHLAGE AL4OS SAT, US26D. (LEVER) CLOSERPLUS, #8501BF (@ PULL SIDE), US26D. (3) EA, 1 - 1/2 PAIR STANLEY CB19D0 4 1 /2' x 4 1/2' x US26D, PUSH PLATE, TRIMC❑ 1001 -3P, US26D PULL PLATE, TRIMC❑ 1010 -3, US26D CLDSERPLUS, #8501BF C@ PULL SIDE), US26D. v EACH DOOR BUTTS: INTERIOR ALUMINUM STOREFRONT INTERI ❑R ALUMINUM STOREFRONT LATCHSET: DEADBOLT; CLOSER: FLOOR STOP! KICKPLATE: SILENCER; DOOR STOP: GROUP #8 EACH DOOR BUTTS; EXIT DEVICE! CLOSER; FLOOR STOP; KICKPLATE; SILENCER! DOOR STOP: SMOKE SEAL: WIDTH PER SCHEDULE DOUR POWDER COATED GROUP #5 (STOCKROOM) SHALL HAVE GROUP #6 (STOREFRONT) PAIR SHALL HAVE GROUP #7 (EXIT) EACH DOOR SHALL HAVE SHALL HAVE; R❑CKWOOD, #J102, 12' x 34' x US26D x ,050 ", B3E (BOTH SIDES). (3) EA, TRIMC❑, 1229A, US26D TRIMC❑, 1270WV, US26D, BUTTS: 3 PAIR. STANLEY FBB 179 X NRP CLOSER: LCN 4110 -CUSH SERIES PARALLEL ARM CLOSER IF LOCKSET; CYLINDERS AND LOCKSETS ASTRAGAL NATIONAL GUARD #115NGA SILENCERS IVES 20 AUTO FLUSH BOLTS IVES THRESHOLD 6' ALUMINUM DRIP EDGE 6' IVES EXIT DEVICE: ARMAD❑R W/ ALARM (N❑ HARDWARE AT EXTERIOR) REQUIRED, BY OWNER (3) EA, 1 - 1/2 PAIR STANLEY CB1900 4 1/2' x 4 1/2' x US26D, EXIT RIM DEVICE W/ ALARM VON DUPRIN #22 /ALK X SP28 CLOSERPLUS, #8501BF (@ PULL SIDE), US26D. R❑CKWOOD, #J102, 12' x 34' x US26D x .050', B3E (BOTH SIDES). (3) EA, TRIMC❑, 1229A, US26D TRIMC❑, 1270WV, US26D. PEMKD, S44D HEAD AND JAMB, 1 SET WIDTH PER SCHEDULE TEMPERED / DOOR POWDER COATED ® HH SINGLE PAIR (3) EA, 1 - 1/2 PAIR STANLEY CB1900 , 4 1/2' x 4 1/2' x US26D. SCHLAGE AL53PD SAT, US26D. (LEVER) SCHLAGE B762 (DOUBLE CYLINDER) SAT, US26D. KEYED FROM BOTH SIDES (DEADBOLT AT DOOR #8 ONLY) CLOSERPLUS, #8501BF (@ PULL SIDE), US26D. BUTTS: (3) EA, 1 - 1/2 PAIR STANLEY CB1900 CLOSER: CLDSERPLUS, #8501BF C@ PULL SIDE), US26D. KICKPLATE: R❑CKW❑ ❑D, #J102, 12' x 34' x US26D x .050', B3E SILENCER: IVES #20. THRESHOLD HAGER ND. 4125 SADDLE THRESHOLD FINISH 'A' STRIPPING; HAGER JAMB WEATHERSTRIPPING N❑. 896S FINISH 'X' INSERT 'V', DOOR BOTTOM SWEEP, HAGER N❑. 7565 FINISH 'A' INSERT 'V' w J 7 w 2 U 0 a w a �r rrrrrrwrrrr.rrrrrrr...rrr ♦♦ rrrrrrrrrrrrrrrrrrrrrrrrr� ► �+ r +i r i +i+ i +i+ i +i + i +i + i + i + i +i+ r + ++ i +i + i + i + r +r + +r+i + r + +i +i ► + r r r + r + r + r + r + r + r + r + r + r + r + r + r + + + + r + + + r + + + +r + +r + + +, r ►+ r+ i+ r+ r+ i+ r +r +r +r +r +irr +i +r +i +rar +i +iy++i �i r r+r, rrrrrrrrrrrrrrrrrrrrrO +O +OOir+ ►rrrrrrrrrrrrrrrrrrrrrrrrrrrr♦ rrrrrrrrrrrr rrrrrrrrrrrrrrrrr� ►rrrrrrr +�rrrrrrrrrrrrrrrrrrrr ► r i +i +i +i r i +i r i r i r i r i r i r i +i+ i� i+ i' ++ *+ r+ r +r + r+ �+ r +i + +r +i +i � ►� + + + + + ++ *+ i+ i+ i+ i+ i r i+ i r i+ i r i+ i+ i r i r i +i r i+ i r i r i r i r �r i+ i+ i a ► � r i +� � i a �+ i + + ++ � + ++ �+ r + � + �+ � + + +r +r +r + r +r +r +rrr +r + r+ r+ r +r r � ► te r �� i i +i +i +i +i +i +i +i +i +i r i +i r i +i r i +i r i r i +i r i� i +i + i +i + i+ i+ i i i i r r + i i i i i + i + i + + + i + a +i +i +i +i +i +i +i +i +i +i i +i +i +i +i ► i r r + i+ i r i r i r i+ i r i +i+ i +i +i' i +i' i+ i+ i+ i+ i+ i+ i+ i +i + i +i + i +i + i+ ►+ +� +�..+ ...r .......+ ...+ ...... GROUP #9 (SECURITY GRILLE) EACH DOOR SHALL HAVE CYLINDERS SEVEN (7) PIN BEST LOCK CYLINDERS, BY ROLL DOWN GRILLE MANUFACTURER LOCK TO BE IN CENTER OF DOOR ON OUTSIDE SIGN: LOCATED ON GRILLE BOTTOM BAR (STORE SIDE) THIS ODOR TO REMAIN UNLOCKED DURING BUSINESS HOURS' GROUP #10 (IN CAR THEATRE) EACH DOOR SHALL HAVE PIVOTS; (1) SET, RIX❑N 195 (1) INTERMEDIATE PIV ❑T, RIXON M19 0) PUSH /PULL BAR, TRIMCD 1731 NORTON J8301BF (DROP PLATE AS REQ'D.), US26D. FLOOR STOP W/ BALL BEARING CATCH (COORDINATE WITH CAR TOYS) GROUP #11 (RADIO ROOMS EACH DOUR SHALL HAVE: ALL HARDWARE PROVIDED BY OWNERS SUPPLIER BAR: CLOSER: FLOOR STOP: GROUP #12 (EXIT CORRIDOR) EACH DOOR SHALL HAVE BUTTS: LATCHSET' CLOSER: FLOOR STOP KICKPLATE: SILENCER: DOOR STOP' SMOKE GASKETS: GROUP #13 EACH DOOR BUTTS; LATCHSET; CLOSER; DEADBDLT1 FLOOR STOP KICKPLATE; SILENCER: DOOR STOP: SMOKE SEAL; GROUP #14 ( PULLS DEADB ❑LT; ROLLING SECURITY GATE BY G.C. WIDTH PER SCHEDULE (STOCKR OOM /INSTALL) SHALL HAVE 2 w w 2 R ❑CKWOOD, #J102, 12' x 34' x US26D x ,050", B3E (BOTH SIDES). (3) EA, TRIMC❑, 1229A, US26D TRIMC❑, 1270WV, US26D, PEMKD, S44D HEAD AND JAMB, 1 SET WIDTH PER CHEDUL WOOD FLUSH DOOR (3) EA, 1 - 1/2 PAIR STANLEY CB1900 4 1/2' x 4 1/2' x US26D, CORBIN RUSSWIN CL3610 SERIES 'ARMSTRONG" (PASSAGE SET) WITH USEGD SATIN CHROMIUM PLATED FINISH CLOSERPLUS, #85013F (@ PULL SIDE), US26D. ROCKW ❑❑D, #J102, 12' x 34' x US26D x .050', B3E (BOTH SIDES). (3) EA, TRIMC❑, 1229A, US26D TRIMCD, 1270WV, US26D. HAGER JAMB WEATHER- STRIPPING NO 8965 FINISH 'X' INSERT 'V' BOTTOM DOOR SWEEP, HAGER ND. 7565 FINISH 'A' INSERT 'V' (3) EA, 1 - 1/2 PAIR STANLEY CB1900 4 1/2' x 4 1/2' x US26D. SCHLAGE AL1OS SAT, US26D. (LEVER) CLOSERPLUS, #8501BF (@ PULL SIDE), US26D. SCHLAGE B762 (DOUBLE CYLINDER) SAT, US26D. KEYED FROM BOTH SIDES INSTALL /SALES) (4) 1 EA. SIDE OF EACH DOOR SCHLAGE B760 (SINGLE CYLINDER) SAT, US26D. KEYED FROM OUTSIDE, THUMB TURN ON INSIDE TEMP. GLASS ECEIVED JUL 10 2009 PERMIT CENTER All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. IIc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. IIc. A1.02 \D ; EXISTING MASONRY WALL EXISTING FRAMED PARTITION NEW PARTITION NEW 1 HOUR RATED PARTITION, UL #465 EXISTING FURRED OUT PARTITI ❑N EXISTING PARTITI ❑N TO BE REMOVED NOTE; REFER TO PARTITI ❑N TYPES FOR DETAILS ' D a.x6' Hole Into Existing Concrete set #5 rebar (Grade 60) with REMI]V EXISTINgal&RS AND WALLS AS INDICATED F = 1 L N. SCALE: 1 /8"=1*— 0" 34 -6" REMOVE WALL AS INDICATED FOR NEW OPENING IN TILTUP CONC. WALL REMOVE ALL CEILING FINIS . S AS INDICATED REMOVE E7(ISTING DOORS AND WALLS AS INDICATED Drill 3/4' DIa.x6' Hole Into Existing Concrete slab and set #5 rebar (Grade 60) with with Hilt! HIT -RE 500 SD Epoxy. iJ 16' -0" 34' -6" AS INDICATED 119 ' -0" J I — REMOVE ALL AS � IN TILTU CONC. REMOVE EXISTING DOORS e}, ND WALLS AS INDICATED C \\ \\ REMOVE ALL Q..pfR FINISHES AS INDICATED \` \ \ \\ REMOVE ALL FLOOR FINISHES Drill 3/4' DIa.x6' Hole IntcExisting Concrete slab and set #5 rebar ( ode 60) with with Hatt HIT -RE 500 SD E oxy. ENING AS INDICATED REMOVE ALL FLOOR FINISHES 21' -0" Drill 3/4' DIax6' Hole Into Existing Concrete slab and set 45 rebar (Grade 60) with with Hllt HIT -RE 500 SD Epoxy. REMOVE EXISTING DOORS AND WALLS AS INDICATED 19' -0" NO WORK IN THIS REMOVE STING DOORS AND VALLS AS INDIC TED SECTION 18' -0" T i / I I , , r f / / RECEIVED JUL 10 2009 PERMIT CENTEF CAR°T SYS A better way to go. 16935 Southcenter Parkway Tukwila, WA 98188 with co. 1725 westlake ave. n. suite 210 seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith @smithco.org http: / /www.smithco.org/ Consultant Consultant Registration Architect Registration Issues and Revisions No. Date 1 04.15.08 PERMIT KLS 2 05.21.08 OWNER REV KLS .3 06.10.08 CONSTRUCTION SET KLS Project Name CARTOYS SOUTHCENTER Project Number 02008018,00 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 16 2009 City of Tukwila BUILDING DIVISION Description DEMOLITION PLAN Computer File CW05- 2008— D101,DWG Scale Template AS NOTED 4.3 (120101) All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. IIc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. IIc. 01.01 6294 REGISTERED ARCHITECT '"' KEITH L. SMITH l STATE OF WASHINGTON Issues By Check EXTERIOR �c7 HINGE SECURED TO MDF AND 4' FL❑URESCENT LIGHTING FIXTURE I 'I W \W ROOF DECK EXTEND G.W.B. 5/8' TYPE 'X' GYP. BD. ■IWY _ W ROOF DECK RADIO ROOMS Q CEILING AS SCHED. (N❑ CLG,@ SIM.) f 5/8' TYPE 'X' GYP. B TENANT'S CEILING AS SCHEDULED Z• 3 5/8' METAL STUDS @ 16' O,C. REF. METAL STUD SCHEDULE FOR GA TENANT'S CEILING AS SCHEDULED CONCRETE SLAB 10 3/4 ' MDF 3/4' X 3/4' ANGLE OR WOOD STOP OPAQUE FILM AT STOREFRONT R -11 BATT INSULATION BY TENANT G.C. EXISTING STOREFRONT 2 1/2' METAL STUDS' @ 16' D.C. REF, TO ; METAL STUD SCHEDULE FOR GA, COJ'JCRETE SLAB 4 CONCRETE SLAB J 11111 5/8' TYPE 'X' GYP, BD. 6' 20 GA, METAL STUDS AT 16' ❑,C, CEILING AS SCHEDULED 5/8' TYPE 'X' GYP. BD, 3/4' FIRE RETARDANT PLYWOOD AT SIM. ONLY 3 5/8' METAL STUDS @ 16' D,C. REF. METAL STUD SCHEDULE FOR GA 5/8' TYPE 'X' GYP. BD. CONCRETE SLAB r, 13 WALL TYPES xs • .• w w 01•- / AIL EXISTING MASONRY WALL ISTING FRAMED PAR NEW PARTITI ❑N ® NEW 1 HOUR RATED PARTITI ❑N, UL #465 EXISTING FURRED OUT PARTITION EXISTING PARTITI ❑N TO BE REMOVED NOTE; REFER TO PARTITI ❑N TYPES FOR DETAILS WALL 1 ROOF DECK TENANT'S CEILING AS SCHEDULED SOUND INSULATION OVER TOILET ROOMS (TYP,) TENANT'S CEILING AS SCHEDULED 5/8' TYPE 'X' GYP, BD. (USE WATER RESISTANT GYP, BD. IN TOILET ROOMS) SOUND INSULATI ❑N 3 5/8' METAL STUDS @ 16' D.C. RE METAL STUD SCHEDULE FOR GA CONCRETE SLAB EXTEND GYP. BD, TO DECK AT UNOCCUPIED STORAGE & STOCK PARTS ROOF DECK TENANT'S CEILING AS SCHEDULED 5/8' TYPE 'X' GYP. BD, TENANT'S CEILING CEILING AS SCHEDULED (NO CLG, @ UNOCCUPIED STORAGE & STOCK PARTS) SOUND INS, OVER TOILET ROOM ONLY 2 1 /2' METAL STUDS BY TENANT G.C. EXTERIOR BRICK VENEER ON CONCRETE BASE BY L.L. (BRICK @ SIM, ONLY) EXTERIOR TILT WALL WALL BY L.L, 5/8' TYPE 'X' GYP BD. BY TENANT'S ac, R -11 BATT INSULATION BY TENANT G,C. CONCRETE SLAB Q3 8' - 0' A.F.F. 3 5/8' METAL STUDS @ 16' D.C. CONCRETE SLAB 4 5/8' TYPE 'X' GYP. B CONCRETE SLAB a RADIO ROOMS 3 5/8' METAL STUDS @ 16' O.C. REF, METAL STUD SCHEDULE FOR GA 5/8' TYPE 'X' GYP, BD. 1 II 'II • 11 1 CONCRETE SLAB UL # U465 1 HOUR RATED .www_ ROOF DECK FIRE SAFE AND SEAL SOUND INSULLATION OVER TOILET ROOMS ONLY, TENANT'S CEILING AS SCHEDULED 5/8' TYPE 'X' GYP. BD, (SOUND INSULATION AT SIM. ONLY) 3 5/8' METAL STUDS @ 16' OZ, REF, METAL STUD SCHEDULE FOR GA (6' METAL STUDS @ TOILET CHASE WALL ONLY) ROOF DECK 3 5/8' METAL BRACING AT 32' DE, SECURE TO STRUCTURE ABOVE TENANT'S CEILING AS SCHEDULED 5/8' TYPE 'X' GYP. BD, D. 3 5/8' METAL STUDS @ 16' ❑,C. REF, METAL STUD SCHEDULE FOR GA CONCRETE SLAB CEILING AS SCHEDULED 3 5/8' METAL STUDS @ 16' ❑,C. REF, METAL STUD SCHEDULE FOR GA 5/8' TYPE 'X' GYP, BD. 3 1 /2' SOUND BATTS CONCRETE SLAB SEE SHEET A201,1 FOR WALL TYPE TENANT'S CEILING CEILING AS SCHEDULED 2 1/2' METAL STUDS BY TENANT G,C, EXTERI ❑R TILT WALL WALL BY L.L. 5/8' TYPE 'X' GYP BD. BY TENANT'S EC. R 11 BATT INSULATI ❑N BY TENANT G.C. CONCRETE SLAB 10 ROOF DECK TENANT'S CEILING AS SCHEDULED SALES AREA 5/8' TYPE 'X' GYP. BD, 3/8' FIRE RETARDANT PLYWOOD 3 5/8' METAL STUDS @ 16' D.C. REF. METAL STUD SCHEDULE FOR GA CONCRETE SLAB •. ■ DOORS TO REMAIN OPEN DURING BUSINESS HOURS BASE 4/F104 & 7/F104 DO NOT FINISH WALLS . BEHIND RADIO EQUIPMENT (TYP. FOR RADIO \\ CEILING SUPPORT ING \ SPEAKERS, ►' T \ 1 L 17 SIM. OPP, HAN LINE OF SOFFIT ABOVE 'SECURITY' PREMANUFAC CASHWRAP ANGLED SOFFIT ABOVE INE OF SOFFIT ROLL DOWN ECUR Mal IE ' A403 DIMMER SWITCH FOR IN CAR THEATRE SUSPE SPEAK REF. (TYP, (1) 2- A -10BC DE➢ MEDIA 13 FIRE EXTINGUISHE RS, FOR 2) SPEAKER BASE RF.. 5/F104 P 8/F104 NOT SH WALLS D RADIO ENT 16• WIDE CAVITY I WITH NO INSULATI FOR SPEAKER WIR' CHASE SPEAKER BASE REF. 4/F104 & 6 /F1 BEGIN SPEAKER I UNITS CORNER L ALIGNED WITH 1 \ JAMB. (TYP. AT .12ADIO ROOMS) (1) 2 -A -10 C FIRE EXTIN UISHER I I TIIBE STEEL RREEFF 7 /mn2 'TYP 16' WIDE CAVITY IN WALL WITH NO INSULATION FOR SPEAKER WIRE CHASE In rinte R -c .Q Ark REMOVABLE BOLLARD PER DETAIL 7/A202 (TYP.) PRE - MANUFA TURED WORK BENC NJ,C, (TYP.) SIM. FLOOR PLAN LOCATION OF KNOX COORDINATE W/ CITY FIRE MARSHALL BY LL. O REMOVABLE BOLLARD PER DETAIL 7/A202 (TYP.) n tIJBE STEEL REF. 7/A102 (TYP, 61_ RATED COILING 1 BATED FIRE DOOR ON IISIBLE LINK . r • 00 0 00 00 1X6 HEAD SECURE TO UNDERSIDE OF CEILING BRACE AS REQUIRED MOUNT PLASTIC CURTAIN n GC TO HANG OWNER SPEAKER PODS TYFi. 16' -10 PROVIDED work bench BOLLARD STORAGE 1/4' BENT METAL LAG TO STUD WALL PROVIDE 2'X8' BLOCKING IN WALL EP e ua� . ao. 68' -0" L STRUCTURAL LOAD BEARINO COLUMN tpuaq - - • IR SUSPENDED AIR HOSE REEL. VERIFY LOCATION WITH OWNER (TYP.) REF. 8/A202 " RMOVABLE BOLLARD PER DETAIL 7/A202 (TYP,) a. UL R1 RATE FUSIBL • Eh 'WALL POD' PREMANUFACT DISPLAY PODS irk 'CLEARANCE' 119' -0" f ' DROP IN S,S ,SINK work bench 1 1 REI C. \ \ work bench \\ Liouaq rpom BUILT -IN COUNTER WITH (3) ADJUSTABLE SHELVES. REF. 1/A202 & 2/A202 S \ 17 — MONITOR REF. 7/A401 BACK WRAP REF. F101 DATA & RECEPT. FOR EMPLOYEE TIME CLOCK TO BE LOCATED ON THIS WALL 2 52' A.F.F. REF. E101. BUILT -IN COUNTER WITH (3) ADJUSTABLE SHELVES. REF 1/A205 & 2/ • -�2 use board BY T NANT (TYP, • 8' BOLLARDS BY TENANT G.C. L -G_ \3 I ❑N REMOVE O0 C7 SCALE: 1 /8 " -1' -O" 34' -6" 34' -6" i /r-BOLLARD BY GC CD 81' -0" 19' - 0" 18' -0" VINYL STRIP CURTAIN TO HEAD SIDE OF WALL RECEIVED JUL 1OZ009 PERMIT GENTEF CA TOYS A better way to go: 16935 Southcenter Parkway Tukwila, WA 98188 smith co. 1725 westlake ave. n. suite 210 seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith @smithco.org http: / /www.smithco.org/ Consultant Consultant Registration Issues and Revisions No. Date 1 04.15.08 2 05.21.08 3 06.10.08 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 16 2009 C!ty of Tukwila RUU DING D!\I'ISI AI Project Number 02008018,00 Description FLOOR P L A N Scale AS NOTED Template 4.3 (12 0101) A2.01 6294 KEITH L SMITH STATE OF WASHINGTON Issues By Check PERv1IT OWNER REV CONSTRUCTION SET Project Name CARTOYS SOUTHCENTER Computer File CW05 2008— A201,DWG Architect Registration REGISTERED ARCHITECT All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. IIc. KLS KLS KLS REFER TO SHEET A405 FOR FINISH SCHEDULE S< LEGEND, 1. VERIFY ALL FINISH LOCATIONS WITH OWNER PRIOR TO INSTALLATIDN. 2, ALL FINISH MATERIALS ARE FURNISHED BY CONTRACTOR UNLESS NOTED OTHERWISE ON DRAWINGS, 3, FILL ALL JOINTS IN SLABS UNDER ALL FINISHES. 4. ASSURE ADEQUATE PREPARATION OF ALL SURFACES TD PROVIDE A SMOOTH REGULAR FINISH. 5. PROVIDE VINYL REDUCER STRIP AT ALL VINYL TO CARPET TRANSITIONS, AT VINYL TO CONCRETE TRANSITIONS, FLOAT SLAB UP TO VCT TO MAKE SMOOTH TRANSITION. 6. SCHEDULED FLOOR FINISHES ARE TO EXTEND UNDER ALL BASES (WALL TO WALL) 7. ALL EXPOSED GRILL WORK, MISC. ITEMS AT CLG TO BE PAINTED 'BLACK' WHEN ADJACENT TO 'BLACK' CEILING TILES B. WALL COVERINGS SHALL BE APPROVED MATERIALS PER CITY AND STATE CODES. FINS \OTES r EXISTING FE OOR TO REMA RECEIVED JUL 1U2009 PERMIT CENTER CARTOYS A better way to go 16935 Southcenter Parkway Tukwila, WA 98188 smith car. 1725 westlake ave. n. suite 210 seattle, washington 98109 206.838.5485 p 206/13.4076 m 206.464.0700 f ksmith@smithco.org http: / /www.smithco.org/ Consultant Consultant Registration Architect Registration Issues and Revisions No. Date Cif, of Tu • Ala '5U LD NG DIVISION Project Number 02008018.00 6294 Issues By Check 1 04.15.08 PERv1IT KLS 2 05.21.08 OWNER REV KLS 3 06.10.08 CONSTRUCTION SET KLS CO E COMPLIANCE 1 APPROVED 11 1 JUL 16 2009 Project Name CARTOYS SOUTHCENTER Description FINISH FLOOR PLAN Computer File CW05-- 2008— A2011,DWG Scale AS NOTED Template 4.3 (120101) REGISTERED ARCHITECT ," ISEITH SMITH STATE OF WASHINGTON A2.01.1 All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. IIc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. IIc. Dla.x6" Hole Into Existing Concrete se • #5 rebar (Grade 60) with HIT-R �0 SD Epoxy. EP n n 11 Drill 3/4' Dia,x6" Hole into Existing Concrete slab and set #5 rebar (Grade 60) with with Hilt! HIT -RE 500 SD Epoxy. I L_. n 1 EP T Drill 3/4' Dia,x6' Hole into Existing Concrete slab and set #5 rebar (Grade 60) with with Hllti HIT -RE 500 SD Epoxy, Drill 3/4" Dia,x6' Hole into Existing Concrete slab and set 445 rebar (Grade 60) with with Hilti HIT -RE 500 SD Epoxy. / I / 1 1 1 Drill 3 slab and with Hllti 0 RECEIVE° JUL 10 2000 PERMIT CENTS CAR°TOYS A better way to go: 1 6935 Southcenter Parkway Tukwila, WA 98188 smith co. 1725 westlake ave. n. suite 210 seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith @smithco.org http: / /www.smithco.org/ Consultant Consultant Registration Architect Registration Issues and Revisions No. Date 1 04.15.08 PERMIT KLS 2 05.21.08 OWNER REV KLS 3 06.10.08 CONSTRUCTION SET KLS RPIEWED FOR CODE COMPLIANCE APPROVED JUL 1 6 2009 I City of Tukwila BUILDING DIVISION Project Name CARTOYS SOUTHCENTER Project Number 02008018.00 Description TRENCHING FLOOR PLAN Computer File CW05- 2008— A2011,DWG Scale AS NOTED Template 4.3 (120101) 6294 REGISTERED ARCHITECT KEITH L. SMITH STATE OF WASHINGTON Issues By Check All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. IIc. A2.01.2 MARK DESCRIPTION FURN /INST. REMARKS FINISH O LAVATORY AND FAUCET G,C. / G.C. HANDICAPPED ACCESSIBLE WHITE /CHROME O WATER CLOSET G,C. / G.C. HANDICAPPED ACCESSIBLE WHITE @ GRAB �/ BARS Gr. / Gr. 36" REAR / 42' SIDE 1 - 1/2' DIA. STAINLESS STEEL TEXTURED GRIP O PAPER TOWEL DISPENSER OWNER / G,C. SURFACE MOUNT, HANDICAPPED MOUNTING HEIGHT PLASTIC ACRYLIC O TOILET PAPER DISPENSER OWNER / G.C. SURFACE MOUNT, HANDICAPPED MOUNTING HEIGHT PLASTIC ACRYLIC O MIRROR G,C. / G.C. 30' X 36" HANDICAPPED MOUNTING HEIGHT STAINLESS STEEL FRAME O TOILET SEAT COVER DISPENSER OWNER / G.G. SURFACE MOUNT, HANDICAPPED MOUNTING HEIGHT PLASTIC e SOAP DISPENSER OWNER / G,C. MOUNT ON MIRROR FACE CLEAR ACRYLIC O DOOR SIGNS G.C, / G.C, HANDICAPPED ACCESSIBLE SIGNAGE REFER BELOW BLACK WITH WHITE LETTERING O EXHAUST FAN G.C. / G.C. DIRECT WIRE TO LIGHT SWITCH WHITE Ill IIM - -- - m MICRO GWB (PAINTED)-- REFER RIC s -,z 1 --, ® NIC # '1 VV !I` LEVER HANDLES i— .z -,1. ' I— _�� _�� oo• ,oTI u t �. EC❑ SCALE: 1/2" = 1' -0" C. 5 C. R 0 0 I SCALE: 1/2" _ PLAS. LAM, WAINSCOAT RUN WAINSCOAT TO FLOOR BEHIND COVED BASE (TYP,) C. R SCALE: 1/2" = C. RESTROOV SCALE: 1/2" = 1 -5TR00 TEMPERATURE SHIELDING ON SUPPLY AND DRAIN LINES STROOV EL 1' -6" 0" v GWB (PAINTED) LEVER CONTROLS 1 -1/2' DIA. GRAB BARS COVED SANITARY BASE ISTROOV TOILET PAPER DISP, PLAS, LAM, WAINSC ❑AT 3' -0" — GRAB BAR EL EL GWB (PAINTED )\ ON 1/2' PLY –WD SHEATHING ON THIS WALL ONLY EL Ev COVED SANITARY BASE GWB (PAINTED) S -6" Iv -v PLAS, LAM. WAINSCOAT 3' -4" 36" MAX. FLUSH LEVER @ OPEN SIDE OF TOILET 30' X 36' MIRROR SOAP DISP, LEVER CONTROLS TEMPERATURE SHIEL NG ON SUPPLY AND D IN LINES A MEN SCALE: 1/2" = 1' -0" DI C. f`LSTROO WOMEN ALL SIGNAGE SHALL CONFORM WITH ADA ACCESSIBILITY GUIDELINES1 1. LETTERS AND NUMERALS MUST BE RAISED 1/32' FROM SIGN SURFACE. 2. CHARACTER HEIGHT MUST BE AT LEAST 5/8' BUT NOT EXCEED 2'. A \ D I S I R OO v CAP SIG \AG \OTES PLA ACCESSIBILTY SIGNS ANSI APPROVED E.S. PLASTIC NEMA RATED SELF EXTINGUISHING ADHESIVE MOUNTED LEVER HANDLE 2, FLOORS SHALL BE SMOOTH, HARD, NONABSORBENT SURFACE, 3. PR ❑VIDE 5' COVED SANITARY BASE. 4, DIMENSIONS, NOTES AND EQUIPMENT TYPICAL FOR ALL TOILET ROOMS UNLESS OTHERWISE NOTED, 5. NOT USED 6. GYPSUM BOARD APPLIED TO PLUMBING WALLS SHALL BE WATER – RESISTANT. 7. COMPLY WITH ADA REQUIREMENTS AND TAS REQUIREMENTS. 8. PROVIDE A 4' -0' HIGH PLASTIC LAMINATE WAINSCOT WITH STAINLESS STEEL TRIM, ON ALL WALLS, 9, HOT WATER TANK CALL –OUT SEE P101 HANDICAPPED ACCESSIBLE LEVER HANDLES AT 36' 42' A,F,F, 3, TYPE STYLE FOR LETTERS AND NUMBERS SHALL BE SANS SERIF OR SIMPLE SERIF. 5, PICTOGRAMS SHALL BE ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW PICTOGRAM, 1. GRAB BARS 1- 1/4'- 1 -1 /2' DIAMETER MOUNTED 1 -1/2' FROM WALL, BARS SHALL BE CAPABLE OF SUPPORTING 300 LBS, LIVE LOAD WITHOUT PERMANENT DEFLECTION. PROVIDE BLOCKING IN EXISTING WALLS AS REQUIRED. GRAB BARS TO WITHSTAND 250 LBF MIN, FORCE IN ANY DIRECTION, D C SpM, 4. WORDS AND NUMBERS MUST BE CONVERTED INTO GRADE 2 BRAILLE, AND BE APPLIED TD SIGN, N. r L HANDICAPPED ACCESSIBLE LEVER HANDLES AT 36" - 42' A.F.F. DRI \G FO 1 SCALE: NOT TO SCALE 11 10 0 \TAI\ 2'x4' PANEL TO FIT WITHING SUSPENDED CEILING GRID SYSTEM, PAINT ALL EXPOSED SURFACES WHITE AIR- HANDICAP DRINKING FOUNTAIN DRINKING FOUNTAIN HANDICAP DRINKING FOUNTAIN 1w. OS SCALE: 1" = 1' -0" ELEVATI O\ S T REEL S SPE \S INSTALL PER TEXAS ACCESSIBILITY STANDARDS 4 rg 0\ FRO \T VIEW OF A\ CLE3 SOFF SCALE: 1" = 1' -0" S PPORT Y' . EXISTING DECK CHANNEL NUT EXISTING JOIST VOVABLE BOLLARD NOT TO SCALE 10 A \GL 1/2' ALL THREAD NUT & WASHER 3 SCALE: 1 /2" = (2) LAYERS 5/8' GWB SINGLE LAYER 5/8' GWB ANGLED SOFFIT REF. 6/A202 STOREFRONT PER PLAN RADIO #3 103 UNISTRUT CHANNEL SECURED TO TOP CHORD OF JOIST (2) 2'x4'x3/4" LAYERS M.D.F. FASTENED TOGETHER WITH GLUE & DRYWALL SCREWS NUT & WASHER COUNTERSUNK TO CONCEAL C❑NNECTI ❑N TAPE & PATCH TO PR ❑VIDE SMOOTH CONTINUOUS SURFACE 1/4' PRE– MOLDED JOINT EXTEND TO STRUCTURE j Tf SUSP, AC ❑UST, TILE CEILING TYP, SOF T 8 L, \C 5/8" GWB (PAINTED) ON 3 1/2" MTL, STUDS @ 16' D.C. ALIGN BOTTOM OF WALL W/ ? OF S,F. MULLION INTERIOR S.F. PER PLANS FINISH FLOOR (2) LAYERS 5/8' GWB ROO v SCALE: 1/2" = 1' -0" 1/2' DIA, BAR STOCK WELDED TO BOLLARD & PAINTED RED (2 PER BOLLARD) 4 DIA. STL, PIPE PAINTED RED METAL CAP PAINTED RED 3ETAIL @ 1/4' PLATE W/ ANCHOR TO CONC. @ BOTTOM =IT AT ROO CONC, FLOOR SLAB BLACKED OUT PANEL 3 R00v 3 1/2' MTL, BRACE @ 16" O.C. 5/8' GWB BEHIND S,F. RECEPTICLE BEYOND ADJUSTABLE SHELF PROVIDE 16' DEEP MICROWAVE SHELF 6' DEEP STAINLESS STEEL SINK 9 A\ NOTE: TOP AND BOTTOM CABINETS TO BE PLASTIC LAMINATE FACED (TYPICAL) CABINET DOORS AND DRAWERS TO BE FLAT PANELS WITH SATIN STAINLESS STEEL PULLS PLASTIC LAM, COUNTER W/ 4" PLASTIC LAM. BACK INSULATE HOT WATER AND DRAIN LINE, INSURE THAT THERE ARE NO SHARP OR ABRASIVE SURFACES, 4 1/2' DIA. EXTRA STRONG STL, PIPE SLEEVE \STALL -VAT 3 1/2' MTL, BRACE @ 16' D.C. 5' GLED SOFFIT A T S SCALE: 1/2" = 1' -0" 0 \S \0T 7 TYPICAL A BLOCKING BLOCKING SIDE VIEW 1 6' MAX. '@ ENDS i EQ. EQ. SCALE: 1 1/2" = 1'--D" SED TYPICAL COU SCALE: 1 1/2" = ' OBLIQUE WAD, VARIES PER PLAN MAX. SPACING 3' -0" 1/2' P. LAM SHELVES (TYP,) SLOTTED STANDARDS ATTACH TO BLOCKING 3LSTABLE S \T EQ. 3' -0" BEYOND =C EQ. R TY ANGLED SOFFIT TO AT VERTICAL FACE 5/8' GWB ON 3 1/2' MTL. STUDS @ 16" O,C LIGHT BOX, CENTER IN WALL i� D 3' -0" ELV IRTOP D \ G PREFORMED P, LAM COUNTER TOP W/ SELF EDGE AND 4' BACKSPLASH EXTEND WALL 6" PAST CLG. BRACE PER DET. 6/A2,03 0 C0 SPLAY r MAX. @ ENDS HAIL +42' AFF SETA 3/4" MELAMINE /LAMINATE FINISH BRACE EA. END AND MIDPOINT L +30' AFF CLEAR FRONT VIEW TERMINATE 3' -0" HOLD / 5 4 3 2 ECEIVEf JUL 1 0 2009 PERMIT GENTEr CAReT - A better way to go: 16935 Southcenter Parkway Tukwila, WA 98188 smith co. 1725 westlake ave. n. suite 210 seattle, washington 98109 206.838.5485 p 206.713.4076 m 06.464.0700 f mith @smithco.org ttp: / /www.smithco.orgl Consultant onsultant Registration Issues and Revisions Date 1\ 04.15.08 2 05.21.08 3 06.10.08 Template REVIEWED FOR AP PR JUL 16 2009 City of Tukwila [ U1LD1N G DIVISION Project Name CARTOYS SOUTHCENTER roject Number 02008018.00 escription SCHEDULES Computer File CW05- 2008— A202,DWG Scale AS NOTED 4.3 (120101) All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. IIc and were created, evolved, and developed for use an and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. IIc. A2.02 Issues 6294 Architect Registration REGISTERED ARCHITECT PERMIT OWNER REV CONSTRUCTION SET KEITH L SMITH STATE OF WASHINGTON By Check KLS KLS KLS PER SCHEDULE ALARM DISPLAY GWB (PAINTED)-- PLAS. LAM. WAINSC ❑AT i HANDICAPPED ACCESSIBLE LEVER HANDLES 36' A,F,F, AT -42' SCALE: 1/2" = 1' -0" C. 5 C. R 0 0 I SCALE: 1/2" _ PLAS. LAM, WAINSCOAT RUN WAINSCOAT TO FLOOR BEHIND COVED BASE (TYP,) C. R SCALE: 1/2" = C. RESTROOV SCALE: 1/2" = 1 -5TR00 TEMPERATURE SHIELDING ON SUPPLY AND DRAIN LINES STROOV EL 1' -6" 0" v GWB (PAINTED) LEVER CONTROLS 1 -1/2' DIA. GRAB BARS COVED SANITARY BASE ISTROOV TOILET PAPER DISP, PLAS, LAM, WAINSC ❑AT 3' -0" — GRAB BAR EL EL GWB (PAINTED )\ ON 1/2' PLY –WD SHEATHING ON THIS WALL ONLY EL Ev COVED SANITARY BASE GWB (PAINTED) S -6" Iv -v PLAS, LAM. WAINSCOAT 3' -4" 36" MAX. FLUSH LEVER @ OPEN SIDE OF TOILET 30' X 36' MIRROR SOAP DISP, LEVER CONTROLS TEMPERATURE SHIEL NG ON SUPPLY AND D IN LINES A MEN SCALE: 1/2" = 1' -0" DI C. f`LSTROO WOMEN ALL SIGNAGE SHALL CONFORM WITH ADA ACCESSIBILITY GUIDELINES1 1. LETTERS AND NUMERALS MUST BE RAISED 1/32' FROM SIGN SURFACE. 2. CHARACTER HEIGHT MUST BE AT LEAST 5/8' BUT NOT EXCEED 2'. A \ D I S I R OO v CAP SIG \AG \OTES PLA ACCESSIBILTY SIGNS ANSI APPROVED E.S. PLASTIC NEMA RATED SELF EXTINGUISHING ADHESIVE MOUNTED LEVER HANDLE 2, FLOORS SHALL BE SMOOTH, HARD, NONABSORBENT SURFACE, 3. PR ❑VIDE 5' COVED SANITARY BASE. 4, DIMENSIONS, NOTES AND EQUIPMENT TYPICAL FOR ALL TOILET ROOMS UNLESS OTHERWISE NOTED, 5. NOT USED 6. GYPSUM BOARD APPLIED TO PLUMBING WALLS SHALL BE WATER – RESISTANT. 7. COMPLY WITH ADA REQUIREMENTS AND TAS REQUIREMENTS. 8. PROVIDE A 4' -0' HIGH PLASTIC LAMINATE WAINSCOT WITH STAINLESS STEEL TRIM, ON ALL WALLS, 9, HOT WATER TANK CALL –OUT SEE P101 HANDICAPPED ACCESSIBLE LEVER HANDLES AT 36' 42' A,F,F, 3, TYPE STYLE FOR LETTERS AND NUMBERS SHALL BE SANS SERIF OR SIMPLE SERIF. 5, PICTOGRAMS SHALL BE ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW PICTOGRAM, 1. GRAB BARS 1- 1/4'- 1 -1 /2' DIAMETER MOUNTED 1 -1/2' FROM WALL, BARS SHALL BE CAPABLE OF SUPPORTING 300 LBS, LIVE LOAD WITHOUT PERMANENT DEFLECTION. PROVIDE BLOCKING IN EXISTING WALLS AS REQUIRED. GRAB BARS TO WITHSTAND 250 LBF MIN, FORCE IN ANY DIRECTION, D C SpM, 4. WORDS AND NUMBERS MUST BE CONVERTED INTO GRADE 2 BRAILLE, AND BE APPLIED TD SIGN, N. r L HANDICAPPED ACCESSIBLE LEVER HANDLES AT 36" - 42' A.F.F. DRI \G FO 1 SCALE: NOT TO SCALE 11 10 0 \TAI\ 2'x4' PANEL TO FIT WITHING SUSPENDED CEILING GRID SYSTEM, PAINT ALL EXPOSED SURFACES WHITE AIR- HANDICAP DRINKING FOUNTAIN DRINKING FOUNTAIN HANDICAP DRINKING FOUNTAIN 1w. OS SCALE: 1" = 1' -0" ELEVATI O\ S T REEL S SPE \S INSTALL PER TEXAS ACCESSIBILITY STANDARDS 4 rg 0\ FRO \T VIEW OF A\ CLE3 SOFF SCALE: 1" = 1' -0" S PPORT Y' . EXISTING DECK CHANNEL NUT EXISTING JOIST VOVABLE BOLLARD NOT TO SCALE 10 A \GL 1/2' ALL THREAD NUT & WASHER 3 SCALE: 1 /2" = (2) LAYERS 5/8' GWB SINGLE LAYER 5/8' GWB ANGLED SOFFIT REF. 6/A202 STOREFRONT PER PLAN RADIO #3 103 UNISTRUT CHANNEL SECURED TO TOP CHORD OF JOIST (2) 2'x4'x3/4" LAYERS M.D.F. FASTENED TOGETHER WITH GLUE & DRYWALL SCREWS NUT & WASHER COUNTERSUNK TO CONCEAL C❑NNECTI ❑N TAPE & PATCH TO PR ❑VIDE SMOOTH CONTINUOUS SURFACE 1/4' PRE– MOLDED JOINT EXTEND TO STRUCTURE j Tf SUSP, AC ❑UST, TILE CEILING TYP, SOF T 8 L, \C 5/8" GWB (PAINTED) ON 3 1/2" MTL, STUDS @ 16' D.C. ALIGN BOTTOM OF WALL W/ ? OF S,F. MULLION INTERIOR S.F. PER PLANS FINISH FLOOR (2) LAYERS 5/8' GWB ROO v SCALE: 1/2" = 1' -0" 1/2' DIA, BAR STOCK WELDED TO BOLLARD & PAINTED RED (2 PER BOLLARD) 4 DIA. STL, PIPE PAINTED RED METAL CAP PAINTED RED 3ETAIL @ 1/4' PLATE W/ ANCHOR TO CONC. @ BOTTOM =IT AT ROO CONC, FLOOR SLAB BLACKED OUT PANEL 3 R00v 3 1/2' MTL, BRACE @ 16" O.C. 5/8' GWB BEHIND S,F. RECEPTICLE BEYOND ADJUSTABLE SHELF PROVIDE 16' DEEP MICROWAVE SHELF 6' DEEP STAINLESS STEEL SINK 9 A\ NOTE: TOP AND BOTTOM CABINETS TO BE PLASTIC LAMINATE FACED (TYPICAL) CABINET DOORS AND DRAWERS TO BE FLAT PANELS WITH SATIN STAINLESS STEEL PULLS PLASTIC LAM, COUNTER W/ 4" PLASTIC LAM. BACK INSULATE HOT WATER AND DRAIN LINE, INSURE THAT THERE ARE NO SHARP OR ABRASIVE SURFACES, 4 1/2' DIA. EXTRA STRONG STL, PIPE SLEEVE \STALL -VAT 3 1/2' MTL, BRACE @ 16' D.C. 5' GLED SOFFIT A T S SCALE: 1/2" = 1' -0" 0 \S \0T 7 TYPICAL A BLOCKING BLOCKING SIDE VIEW 1 6' MAX. '@ ENDS i EQ. EQ. SCALE: 1 1/2" = 1'--D" SED TYPICAL COU SCALE: 1 1/2" = ' OBLIQUE WAD, VARIES PER PLAN MAX. SPACING 3' -0" 1/2' P. LAM SHELVES (TYP,) SLOTTED STANDARDS ATTACH TO BLOCKING 3LSTABLE S \T EQ. 3' -0" BEYOND =C EQ. R TY ANGLED SOFFIT TO AT VERTICAL FACE 5/8' GWB ON 3 1/2' MTL. STUDS @ 16" O,C LIGHT BOX, CENTER IN WALL i� D 3' -0" ELV IRTOP D \ G PREFORMED P, LAM COUNTER TOP W/ SELF EDGE AND 4' BACKSPLASH EXTEND WALL 6" PAST CLG. BRACE PER DET. 6/A2,03 0 C0 SPLAY r MAX. @ ENDS HAIL +42' AFF SETA 3/4" MELAMINE /LAMINATE FINISH BRACE EA. END AND MIDPOINT L +30' AFF CLEAR FRONT VIEW TERMINATE 3' -0" HOLD / 5 4 3 2 ECEIVEf JUL 1 0 2009 PERMIT GENTEr CAReT - A better way to go: 16935 Southcenter Parkway Tukwila, WA 98188 smith co. 1725 westlake ave. n. suite 210 seattle, washington 98109 206.838.5485 p 206.713.4076 m 06.464.0700 f mith @smithco.org ttp: / /www.smithco.orgl Consultant onsultant Registration Issues and Revisions Date 1\ 04.15.08 2 05.21.08 3 06.10.08 Template REVIEWED FOR AP PR JUL 16 2009 City of Tukwila [ U1LD1N G DIVISION Project Name CARTOYS SOUTHCENTER roject Number 02008018.00 escription SCHEDULES Computer File CW05- 2008— A202,DWG Scale AS NOTED 4.3 (120101) All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. IIc and were created, evolved, and developed for use an and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. IIc. A2.02 Issues 6294 Architect Registration REGISTERED ARCHITECT PERMIT OWNER REV CONSTRUCTION SET KEITH L SMITH STATE OF WASHINGTON By Check KLS KLS KLS PER SCHEDULE ALARM DISPLAY EMERGE UGH 1 EMERG NCY LIGHT II II II II upuact )pOnk work bench ....... �,r rrrrrr rrr � .- -. - L GENCY BY INSPECTOR. LIGHT ...... " EMERGENCY LIGHT EMERGENCY LIGHT NOTE: EGRESS ILLUMINATION PRO ''IDE PATH OF EGRESS NOTED, 1 FOOT- CANDLE PROVIDE SURFACE AND AT EX -'10 FOOT- CANDLE P: ORMED BY INSP .:'. DROP IN S.S .SINK work bench AT ESS THAN AT THE WALKING LANDINGS AND APPROVED EMERGENCY EMERGENCY LIGHT work bench u{puaq }j..IOM flan. stor ably saw air compreysor panel saw Lr ) co FLOOR -) L_ SCALE: 1 /8 "= 34' -6" 34'- 21'- • • • 19'- 1 11,14y/s' C oygH -c eW4.0fr9P640Y em £ -¢ff d e:s 18 ' -0" O O • • RECEIVED JUL 1 0 2009 PERMIT CEN"t L CARTOYS A better way to go 16935 Southcenter Parkway Tukwila, WA 98188 smith co. 1725 westlake ave. n. suite 210 seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith @smithco.org http: / /www.smithco.org/ Consultant Consultant Registration Issues and Revisions No. Date 1 04.15.08 2 05.21.08 3 06.10.08 REVIEWED FOR CODE COMPLIANCE APPROVED 1 JUL 16 2009 City of Tukwila BUILDING DIVISION Project Name CARTOYS SOUTHCEN TER Project Number 02008018.00 Description EGRESS PLAN Computer File Scale Template AS NOTED 4.3 (120101) A2.03 6294 Architect Registration REGISTERED ARCHITECT 1 44 4 KEITH L. SMITH STATE OF WASHINGTON Issues By Check PERMIT OWNER REV CONSTRUCTION SET CW05- 2008- A203,DWG All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. KLS KLS K LS BATTERY BACK UP VOLTAGE FIXTURE SIZE - CT - GENERAL NOTES; INSTALL GRID AND ELECTRICAL CONDUIT SO NOT TO INTERFERE WITH OVERHEAD DOOR ❑PERATI ❑N LOCATED AT ENTRY BAYS OF INSTALL AREA (TYPICAL), VISUAL ALARMS (IF APPLICABLE) TO BE MOUNTED IN COMPLIANCE WITH 428„3(6) OF THE TEXAS ACCESSIBLITY STANDARDS. 80" ABOVE THE FIN, FLOOR OR 6" BELOW THE CEILING, WHICHEVER IS LOWER, C cDH MINN ROI ■r■ 0 O NOTE: REFER TO ELECTRICAL SHEETS FOR ADDITIONAL INFORMATION U.N.❑, G PLA WALL MOUNTED LIGHT FIXTURE SECURITY LIGHT EXIT SIGN 2'x2' FLUORESCENT FIXTURE WITH PARABOLIC LENSES 2'X2' FLUORESCENT FIXTURE WITH PARABOLIC LENSES WITH EMERGENCY BATTERY BACK UP 2'x4' FLUORESCENT FIXTURE WITH ACRYLIC LENSES TRACK LIGHT WITH HEADS FLUORESCENT STRIP LIGHT RECESSED INCANDESCENT LIGHT EXHAUST FAN: SPRINKLER HEAD/ REFER TO FP -401 FOR INFO, SPRINKLER HEAD/ REFER TO FP -401 FOR INFO. L D 114 r. is S_E 1/ �rE — i1l2llll:.■ ■ E-11■■1111M�III■1■ ll ■ � I 111[.V ■i ■ I11 ■ ■Ii■I■I _ ■■ . ■I ■ ■ ■1 — ■�U11 ■!JI ■I, r 1 ■■R■IEE IMO 1 __ ■ IIIIME ■■■■■■ ■■ ■i7 -�, ■ I� ■Ar II ��.�� =� < ■iii■ r r.. A.FS _ OEM 11 " ri'4�■P1IIII •• a��■■■ ■ .r INNER ■ iiiMS: ■.r °n •°i ■ ■■ ■::a ■ sm. . 1111121PMEMAIIMIII ■■ LNE ■U � NMI NISEI ■WE gee ■1' ■ ■�■r� ■t■ MEI , 111••1011111 ■ 0 MIN m "!U■ I■■ I■■ I■ m 0 0 m m I•■u m m ■ ■■ l phi NIMEMIlw S \ r , 107 106 EAING 05 DIO #3 1103 IN -CAR THEATER 104 L CCH RUE KEN HI OMENS RESTRM __ °� 11 ��V�� m; 1 1 VI 1 1 1 1 11111E1111 1 1111111111111111111111 ■ 1 � 1111__!411{lI$III1IINIIIV 14 -8' z0' T36X6X " T SL IUU1IUN!!I '•I■■ ■I �■ , �.•.. A8 1 1 AREA 100 119' - 0" 14' -8i' 12' -0 OPEN TO STRUCTURE INSJALL 1 12 nNITUR CASEVV((fRK UUTLII�C 1 UPEN TO STRUCTURE CASHWRAI? 108 STOCK PARTS 109 MGMNT• OFFICE 1 1 1 1 1 F F. 8 /F2. 1E1 MEV"' iii 7 1 1 1 J REFLECTED CEILING PLAN SCALE:1 /8 " =1' -0" 34' -6" 34' -6" 21' -0" UNOCCUPIED STORAGE #2 1 117 1 OFFICE 19 -0" 18' -0" WORK SHOP n RECEIVED JUL 10 2000 PERMIT CENTEt CARTOYS A better way to go 16935 Southcenter Parkway Tukwila, WA 98188 smith co. 1725 westlake ave. n. suite 210 seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith@smithco.org http: / /www.smithco.org/ Consultant Consultant Registration Issues and Revisions No. Date Issues 04.15.08 PERMIT REVIEWED FOR N IANCE APPROVE JUL 1 2009 City of Tukwila BUILDING DIVISION 6294 Project Name CARTOYS SOUTHCENTER Project Number 02008018.0 Computer File CW05- 2008— A301,DWG Description REFLECTED CEILING PLAN Scale AS NOTED Template 4.3 (120101) Architect Registration By Check All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. IIc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. IIc. A3.01 KLS + + t : \ ?I + + + + + + I LE + + + + NOT NOT TO SCALE 3/4 CLEARA \C NOT TO SCALE \ T OT NOT TO SCALE SED SED DISPLAY PLA\ 16 CASEWORK BY GC PAINT W -1 ACCESS PANEL GLASS SLIDING DOORS BY GC SLOTWALL BY OWNER 5/8' GWB PAINT W -1 15 1,3 / 0 12 S 5 P NOT TO SCALE 0 iD NOT TO SCALE SUPPORT POLE SUPPORT POLE DIA SPEAK SCALE: 3/4" = 1' -0" \OT APPLICABL 3 5/8' METAL BRACING @ 32' D.C. EXTEND TO STRUCTURE ABOVE FOR SUPPORT 3 5/8' METAL STUDS 16' O.C. EXTEND TO STRUCTURE ABOVE FOR SUPPORT 3/4' ALL THREAD NUTS & WASHER LAY - IN CEILING 2) -'S 3/4' FIRE SCALE: NOT TO SCALE 4' -O" \DED SP RAMING -A 0 RETARDA SECURED TO METAL OUTLINE DF SPEAKERS GC TOP HANG UNITS 1 P In 12' -0' /r 1 /2 TYP. — (2) LAYERS 3/4' FIRE RETARDANT PLYWOOD TOP VIEW (BOTTOM?) -R FOR "I FRONT VIEW CAR T 5 " +/- 1" 3/4° SIDE VIEW 2' x 2'x 1/4' STEEL TUBE WELDED d- TO 4' x 4 'x 1/4' STEEL PLATE WITH (4) 3/8' ANCHOR BOLTS EATRE" Fr NOTE: PAINT MDF TYP, @ INT OF CASE,/' "WIREL -SS" R 10 WALL SOFF T D NOT TO SCALE /\/ -A , <-R S,.PPORT -R SJPPORT 4' -0° 3/4' ALL THREAD ANCHORED TO BACK OF PLYWOOD WITH WASHER AND NUT (TYP,) ////////itiggiiii r / rp,u� SLOTW . BY OWNER 9 1 =C 11 CAS -SS -TAIL 8 CEILI\ 3/4' MDF CASEWORK PAINTED TYP, 0 3/4' MDF CASEWORK i //// T - PAINTED TYP. 5/8' GWB PAINT NOT TO SCALE DECK ABOVE SCALE: 3" = 1' -0" • CUT 3/4' HOLE TO ROUTE MONITOR PLUG. 1' -4 5/8" -WOR ,< FOR SURFACE MOUNT DUPLEX OUTLET VO\ L FLAT TAPE AND COMPOUND TERMINATE TAPE 1/8' FROM TOP, GWB PAINT FLAT TAPE AND COMPOUND TERMINATE TAPE 1/8' FROM TOP. COMPUTER MONITOR N.I.C. PROVIDE ELECTRICAL I TOR R -C -SS SCALE: 3/4" = 1' ---0" 5/8' GWB KNOCK OUT FOR ELEC, LIGHTS BY GC 3/4' MDF EXTEND GWB TO BACK WALL DF CASEWORK AND PROVIDE CORNER BEAD AT ALL EDGES WALL ANGLE SUPPORT EGGCRATE LENS D i 3/4" MDF BOX ( . 71/ . /1//,/ "CLEAHA \CE" WALL C T A 6A NOTE: PAINT MD TYP, @ INT OF CASE SLOTWALL BY O4(NER \S REF, A301 J11_1,1111.111 LULU11] TIO\ fr . /j'/////////////////, 'i / / / / / / / / / . /////1 -TAIL / (PAINTED) ALUM TRACK GWB (PAINTED) ON 3--5/8' MTL STUDS ONE RIGID BRACE AT 8' -0' O.C. OR TO RESIST 5 PSF TRANSVERSE LOAD. ALTERNATE SIDES. BRACE ONLY REQ'D, IF EXISTING WALL NOT TIED TO STRUCTURE L LLLLL111111L1111111111 FLUORESCENT LIGHT FIXTURE PER ELECTRIC LOCATE AS CLOSE TO MDF AS POSSIBLE 3/4' MDF EGGCRATE LENS WALL ANGLE SUPPORT LAMINATE BOTTOM IN COLOR TO MATCH PAINT. GLASS DOORS ON ROLLER BEARING TRACKS FLAT TAPE AND COMPOUND TERMINATE TAPE 1/8' FROM TOP. 7'x 10' ACCESS DOOR SEE PLAN FOR LOCATIONS POWER DUPLEX OUTLET AT BACK WALL REF. A301 5/8' GYP. BD. 5 1/2' METAL STUDS SUSPENDED ACOUSTICAL TILE CEILING - EXISTING 5 4 BRIDGING I5 REQUIRED AT ALL WALLS CONFORMING TO THE FOLLOWING BRIDGING SHALL BE EITHER WELDED OR SCREWED AS DETAILED ABOVE. 7 BRIDCI \C DETAILS SCALE: NONE WELDED OPTION JOISTS PER LI SCHEDULE # 6 SCREWS AT 18' D.G. EACH SIDE 19 GA. TRACK HEADER SCHEDULE OPNG. WIDTH SIZE ND. OF SCREWS 0 -0" - 10' -0° (2) 6' 16 GA. 10'0" - 13'0" (2) 8° 16 GA, (6) ND.10 (6) NO10 -A D -R SCALE: 3" = 1' -0" 6' MTL, STUD SPAN OVER BOTTOM CHORD OF TRUSS, ATTATCH W/ 2' X 2' 16 GA. CLIPS EACH TRUSS S REF. A301 i0 =LEI r1I SOFFIT WALL AT CAS SCALE: 3/4" _ V ETAS STJD FRAV SCALE: NONE D -TAI L CASH /WRAP SIDE 12, 14 & 16 GAGE 16 & 20 GAGE 8' -10' 2' x 2' 16 GA, BRIDGE CLIP ANGLE 3/4' WELDS TYP. 18 GA. BRIDGING CHANNEL, TYP, UP TO 10' -0' HEIGHT: TWO ROWS OF BRIDGING EQUALLY SPACED, OVER 10' --0" HEIGHT; BRIDGING ROWS SPACED 3' -4' D.C. MAX, 111 1, METAL FRAMING SHALL BE GALVANIZED CONFORMING AS FOLLOWS: ASTM A446 ASTM A446 2, TRACK SECTIONS SHALL BE UNPUNCHED FLANGES, SEE DETAILS FOR TYPICAL TOP 2' X 2" 16 GA. CLIPS AT EACH TRACK TO JAMB STUD, TOP AND BOTTOM TYP. (4) # 10 OR SCREWS TYP, 6" MTL STUD 20 G CONT. ATTATCHED TO STUD \C SCREWED OPTION ++ NO, OF SCREWS PER SCHEDULE \OT 3 5/8' 20 GA DIAG BRACE @ 48' 0.0. SUSP. ACOUST. TILE SALES SIDE 5/8' GWB (PAINTED - ON EACH SIDE OF 3 5/8' 20 GA, MTL STUDS 24' D.C. WRAP UNLESS OTHERWISE NOTED, GRADE D Fs = 50 KSI GRADE A Fs = 33 KSI LLL1LiL] REF. A301fr AND SHALL HAVE AT LEAST 1" AND BOTTOM OF WALL CONNECTION, 3. TWO STUDS SHALL BE PROVIDED AT THE END DE THE WALLS AND AT THE SIDE OF ALL OPENINGS. PROVIDE CONTINUOUS WIDTH BLOCKING AT MID - HEIGHT OF ALL WALLS OVER 6' -0' IN HEIGHT. 4, BRIDGING IS REQUIRED AT ALL WALLS CONFORMING AS FOLLOWS: UP TO 10' -0' HEIGHT; TWO ROWS OF BRIDGING EQUALLY SPACED OVER 10' -0' HEIGHT: BRIDGING ROWS SPACED 3' -4' D,C, MAX BRIDGING SHALL BE EITHER WELDED OR SCREWED AS DETAILED - S ++ ++ 3 2 RECEIVED JUL 10 2009 PERMIT CENTER CARTOYS A better way to go 16935 Southcenter Parkway Tukwila, WA 98188 smith co. 1725 westlake ave. n. suite 210 seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith@smithco.org http: / /www.smithco.org/ Consultant Consultant Registration Issues and Revisions No. Date 1 04.15.08 2 05.21.08 3 06.10.08 + rE Vl _w, _IJ FOR CODE COMPLIANCE APPROVED 1 JUL 16 2008 City Of T u ild SUILDIf'U DIVISION Project Name CARTOYS SOUTHCENTER Project Number 02008018100 Description DETAILS Computer File CW05- 2008— A401 -11DWG Scale AS NOTED Template 4.3 (120101) A4.01 6294 Architect Registration PERMIT OWNER REV CONSTRUCTION SET REGISTERED ARCHITECT KEITH L SMITH STATE OF WASHINGTON Issues By Check All ideas, designs, arrangements, and plans indicated or represented by this dra . ' g are own - . by • • the p . s erty of smith co. IIc and wer created, evolved, = d developed for - e on a - in connection with the specified project. None o ch ideas, des's s, arrangements or plans shall be use by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilo KLS KLS KLS TO WOOD PER Sal 1-, M7 // Iv 4' -0° 3/4" NOT NOT TO SCALE 3/4 CLEARA \C NOT TO SCALE \ T OT NOT TO SCALE SED SED DISPLAY PLA\ 16 CASEWORK BY GC PAINT W -1 ACCESS PANEL GLASS SLIDING DOORS BY GC SLOTWALL BY OWNER 5/8' GWB PAINT W -1 15 1,3 / 0 12 S 5 P NOT TO SCALE 0 iD NOT TO SCALE SUPPORT POLE SUPPORT POLE DIA SPEAK SCALE: 3/4" = 1' -0" \OT APPLICABL 3 5/8' METAL BRACING @ 32' D.C. EXTEND TO STRUCTURE ABOVE FOR SUPPORT 3 5/8' METAL STUDS 16' O.C. EXTEND TO STRUCTURE ABOVE FOR SUPPORT 3/4' ALL THREAD NUTS & WASHER LAY - IN CEILING 2) -'S 3/4' FIRE SCALE: NOT TO SCALE 4' -O" \DED SP RAMING -A 0 RETARDA SECURED TO METAL OUTLINE DF SPEAKERS GC TOP HANG UNITS 1 P In 12' -0' /r 1 /2 TYP. — (2) LAYERS 3/4' FIRE RETARDANT PLYWOOD TOP VIEW (BOTTOM?) -R FOR "I FRONT VIEW CAR T 5 " +/- 1" 3/4° SIDE VIEW 2' x 2'x 1/4' STEEL TUBE WELDED d- TO 4' x 4 'x 1/4' STEEL PLATE WITH (4) 3/8' ANCHOR BOLTS EATRE" Fr NOTE: PAINT MDF TYP, @ INT OF CASE,/' "WIREL -SS" R 10 WALL SOFF T D NOT TO SCALE /\/ -A , <-R S,.PPORT -R SJPPORT 4' -0° 3/4' ALL THREAD ANCHORED TO BACK OF PLYWOOD WITH WASHER AND NUT (TYP,) ////////itiggiiii r / rp,u� SLOTW . BY OWNER 9 1 =C 11 CAS -SS -TAIL 8 CEILI\ 3/4' MDF CASEWORK PAINTED TYP, 0 3/4' MDF CASEWORK i //// T - PAINTED TYP. 5/8' GWB PAINT NOT TO SCALE DECK ABOVE SCALE: 3" = 1' -0" • CUT 3/4' HOLE TO ROUTE MONITOR PLUG. 1' -4 5/8" -WOR ,< FOR SURFACE MOUNT DUPLEX OUTLET VO\ L FLAT TAPE AND COMPOUND TERMINATE TAPE 1/8' FROM TOP, GWB PAINT FLAT TAPE AND COMPOUND TERMINATE TAPE 1/8' FROM TOP. COMPUTER MONITOR N.I.C. PROVIDE ELECTRICAL I TOR R -C -SS SCALE: 3/4" = 1' ---0" 5/8' GWB KNOCK OUT FOR ELEC, LIGHTS BY GC 3/4' MDF EXTEND GWB TO BACK WALL DF CASEWORK AND PROVIDE CORNER BEAD AT ALL EDGES WALL ANGLE SUPPORT EGGCRATE LENS D i 3/4" MDF BOX ( . 71/ . /1//,/ "CLEAHA \CE" WALL C T A 6A NOTE: PAINT MD TYP, @ INT OF CASE SLOTWALL BY O4(NER \S REF, A301 J11_1,1111.111 LULU11] TIO\ fr . /j'/////////////////, 'i / / / / / / / / / . /////1 -TAIL / (PAINTED) ALUM TRACK GWB (PAINTED) ON 3--5/8' MTL STUDS ONE RIGID BRACE AT 8' -0' O.C. OR TO RESIST 5 PSF TRANSVERSE LOAD. ALTERNATE SIDES. BRACE ONLY REQ'D, IF EXISTING WALL NOT TIED TO STRUCTURE L LLLLL111111L1111111111 FLUORESCENT LIGHT FIXTURE PER ELECTRIC LOCATE AS CLOSE TO MDF AS POSSIBLE 3/4' MDF EGGCRATE LENS WALL ANGLE SUPPORT LAMINATE BOTTOM IN COLOR TO MATCH PAINT. GLASS DOORS ON ROLLER BEARING TRACKS FLAT TAPE AND COMPOUND TERMINATE TAPE 1/8' FROM TOP. 7'x 10' ACCESS DOOR SEE PLAN FOR LOCATIONS POWER DUPLEX OUTLET AT BACK WALL REF. A301 5/8' GYP. BD. 5 1/2' METAL STUDS SUSPENDED ACOUSTICAL TILE CEILING - EXISTING 5 4 BRIDGING I5 REQUIRED AT ALL WALLS CONFORMING TO THE FOLLOWING BRIDGING SHALL BE EITHER WELDED OR SCREWED AS DETAILED ABOVE. 7 BRIDCI \C DETAILS SCALE: NONE WELDED OPTION JOISTS PER LI SCHEDULE # 6 SCREWS AT 18' D.G. EACH SIDE 19 GA. TRACK HEADER SCHEDULE OPNG. WIDTH SIZE ND. OF SCREWS 0 -0" - 10' -0° (2) 6' 16 GA. 10'0" - 13'0" (2) 8° 16 GA, (6) ND.10 (6) NO10 -A D -R SCALE: 3" = 1' -0" 6' MTL, STUD SPAN OVER BOTTOM CHORD OF TRUSS, ATTATCH W/ 2' X 2' 16 GA. CLIPS EACH TRUSS S REF. A301 i0 =LEI r1I SOFFIT WALL AT CAS SCALE: 3/4" _ V ETAS STJD FRAV SCALE: NONE D -TAI L CASH /WRAP SIDE 12, 14 & 16 GAGE 16 & 20 GAGE 8' -10' 2' x 2' 16 GA, BRIDGE CLIP ANGLE 3/4' WELDS TYP. 18 GA. BRIDGING CHANNEL, TYP, UP TO 10' -0' HEIGHT: TWO ROWS OF BRIDGING EQUALLY SPACED, OVER 10' --0" HEIGHT; BRIDGING ROWS SPACED 3' -4' D.C. MAX, 111 1, METAL FRAMING SHALL BE GALVANIZED CONFORMING AS FOLLOWS: ASTM A446 ASTM A446 2, TRACK SECTIONS SHALL BE UNPUNCHED FLANGES, SEE DETAILS FOR TYPICAL TOP 2' X 2" 16 GA. CLIPS AT EACH TRACK TO JAMB STUD, TOP AND BOTTOM TYP. (4) # 10 OR SCREWS TYP, 6" MTL STUD 20 G CONT. ATTATCHED TO STUD \C SCREWED OPTION ++ NO, OF SCREWS PER SCHEDULE \OT 3 5/8' 20 GA DIAG BRACE @ 48' 0.0. SUSP. ACOUST. TILE SALES SIDE 5/8' GWB (PAINTED - ON EACH SIDE OF 3 5/8' 20 GA, MTL STUDS 24' D.C. WRAP UNLESS OTHERWISE NOTED, GRADE D Fs = 50 KSI GRADE A Fs = 33 KSI LLL1LiL] REF. A301fr AND SHALL HAVE AT LEAST 1" AND BOTTOM OF WALL CONNECTION, 3. TWO STUDS SHALL BE PROVIDED AT THE END DE THE WALLS AND AT THE SIDE OF ALL OPENINGS. PROVIDE CONTINUOUS WIDTH BLOCKING AT MID - HEIGHT OF ALL WALLS OVER 6' -0' IN HEIGHT. 4, BRIDGING IS REQUIRED AT ALL WALLS CONFORMING AS FOLLOWS: UP TO 10' -0' HEIGHT; TWO ROWS OF BRIDGING EQUALLY SPACED OVER 10' -0' HEIGHT: BRIDGING ROWS SPACED 3' -4' D,C, MAX BRIDGING SHALL BE EITHER WELDED OR SCREWED AS DETAILED - S ++ ++ 3 2 RECEIVED JUL 10 2009 PERMIT CENTER CARTOYS A better way to go 16935 Southcenter Parkway Tukwila, WA 98188 smith co. 1725 westlake ave. n. suite 210 seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith@smithco.org http: / /www.smithco.org/ Consultant Consultant Registration Issues and Revisions No. Date 1 04.15.08 2 05.21.08 3 06.10.08 + rE Vl _w, _IJ FOR CODE COMPLIANCE APPROVED 1 JUL 16 2008 City Of T u ild SUILDIf'U DIVISION Project Name CARTOYS SOUTHCENTER Project Number 02008018100 Description DETAILS Computer File CW05- 2008— A401 -11DWG Scale AS NOTED Template 4.3 (120101) A4.01 6294 Architect Registration PERMIT OWNER REV CONSTRUCTION SET REGISTERED ARCHITECT KEITH L SMITH STATE OF WASHINGTON Issues By Check All ideas, designs, arrangements, and plans indicated or represented by this dra . ' g are own - . by • • the p . s erty of smith co. IIc and wer created, evolved, = d developed for - e on a - in connection with the specified project. None o ch ideas, des's s, arrangements or plans shall be use by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilo KLS KLS KLS TO WOOD PER Sal 1 A402 � \ - _ 1 PROVIDE \ — — — — — — — — — u \ ESERV,IFOR// n n i 1 \ = II �I II II II RECESSED N� \ p I ❑ I LIGHTING 1 1 N 1 6A u a , Z� PROVIDE ELECTRICAL SERV, FOR ECESSED GRE V A4D1 OPP \ HAND / LIGHT CAN BY OTHERS I LIGHT CAN BY OTHERS ALIGHT CAN BY OTHERS / \ (INSTALLED BY G,C„ TY J L_--- JIII�___JIL__ __ _II / - -- -- - - - - - __ __ J I II - / — � f R CD I I� -- t- LIGHTING = _.¢ 4 -2 I ME yLJJOTWALL I I ' -14 1 PREMANUFACTUREH CASEWORK BY OTHERS O 1 , I 1 II I 11 1 11 SLOTWALL _. H O_,L _. - - -- - - - -- - - -- 3' I v „1 ; K —7 171— - - -- --- - - - - -- ._. .. ..... 1/2" = 1' -0" FINISH FLOOR OUTLET LOCATED BEYOND G.W.B. REF, 6A/A401 RA \CE DISPLAY G.C. TO PROVIDE (4) FULL DEPTCH F,C,I,C, 1/2 DEPTH AND CHRO BRACKETS FOR EA, S PROVIDE ELECTRICAL SERVICE FOR RECES LIGHTING GLASS SHELVES (2) GLASS SHELVE M SLOTWALL HELF GLASS DOORS W/ GROUND PULLS & HOLE FOR LOCK, ROLLER BALL TRACK GROUND PULLS 11 CL_EARA SCALE: 1 /2" \CE DISPL_ METAL CATEGORY SIGN HOLDER SLOTWALL PAINT W -2, AT BACK WALL OF RECESS OUTLET LOCATED BEYOND G.W REF, 6A /A401 CAS SCALE: 1/2" = 1' -0" SCAL IREL_ NO THERMOSTATS, ALARMS, OR EXIT LIGHTS ON THIS WALL, WRAP BAC -SS ACC K WALL -SSOR CAR•TOYS is = L_- UATION 3" CONDUIT, STUB T OUT WALL AS IN BRUSHED ALUMINUM LETTERS PROVIDED BY OWNER INSTAL BACKWRAP FOR PRINTERS PROVIDED BY OWNER INSTAL CATED NOTE: G,C, TO PROVIDE (15) KEYS FOR DISPLAY LOCKS LOCKS TO BE CORED WITH COMMON KEY, LED BY GC LED BY GC 12 S CLE -CTI SCALE: 1 /2" ■ W REL_ESS - FINISH FLOOR ACCESSORIES SECTIO\ SCALE: 1 /2" = 1' -0" 10 PARTMENT SIGN PHIC BY OWNER TAL CATEGORY SIGN HOLDER ECESS FINISH FLOOR 2 PROVIDE ELECTRICAL SERVICE OR RECESS ED LIGHTING POD SECL R SCALE: 1 /2" = 1' -0" TY N SCALE: 1 /2" = 1' -0" DISPLAY EL_. FINISH FLOOR VO \ITOR r-0 / FINISH 1LUUR ti VATIO DEPARTMENT SIGN GRAPHIC BY OWNER 3" RECESS RECEIVED JUL 10 2000 PERMIT CENT& CAR TOYS A better way to go. 16935 Southcenter Parkway Tukwila, WA 98188 smith co. 1725 westlake ave. n. suite 210 seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith @smithco.org http: / /www.smithco.org/ Consultant onsultant Registration Architect Registration Issues and Revisions No. Date 1 04.15.08 PERv1IT KLS 2 05.21.08 OWNER REV KLS 3 06.10.08 CONSTRUCTION SET KLS REVIEWED FOR CODE COMPLIANCE APPROVED JUL 162U City of Tukwila BUiONO DIVISION Project Name CARTOYS SOUTHCENTER Project Number 02008018,00 Description DETAILS Computer File CW05- 2008— A402,DWG Scale AS NOTED Template 4.3 (120101) 6294 REGISTERED ARCHITECT KEITH L. SMITH STATE OF WASHINGTON Issues By Check All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to y perso , firm, or corporation for any purpose w.. • - v= without the wr , - per ion of smith co. Ilc. A4.02 \ \ \\ \ \ / / \ \ / / / \ \ \ N \ \ / / / / / AND WALL EDGES UYF'ICAL) REFER TO SHEET A201.1 PROVIDE BLACK GLAZING TAPE AT INTERFACE OF ALL STOREFRONT SCALE: 3/4" = 1' - 0" SCALE: 3/4" = 1' - 0" WAIT AREA STOREFRONT ELEVATION 8 STOREFRONT DOOR @ INSTALL CENTER SCALE: 3/4" = 1' - 0" SCALE: 3/4" = INTERIOR S 1OREFRON NOTE: VERTICAL STOREFRONT DIMENSIONS MUST BE HELD. REFER TO SHEET A201.1 T ELEVATION PROVIDE BLACK GLAZING TAPE AT INTERFACE OF ALL STOREFRONT AND WALL EDGES (TYPICAL) REFER TO SHEET A201.1 / 6 STOREFRONT INTERIOR S IOREFRONT ELEVATION 5 INTERIOR STOREFRO / .! / TEMP f'f /'� ✓` /" / /f , ./ J TEMP / f /J r / TEMP / TEMP i / � DOOR @ INSTALL CENTER NT ELEVATIO REFER TO SHEET A201.1 TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP PROVIDE BLACK GLAZING TAPE AT INTERFACE OF ALL STOREFRONT AND WALL EDGES (TYPICAL) REFER TO SHEET A201.1 SCALE: 3/4" = 1' - 0" SCALE: 3/4" = 1' -- 0" SCALE: 3/4" = 1' - 0" SCALE: 3/4" = 1 " -0" WIRE GLASS INTERIOR STOREFRO 4 IN CAR THEATRE ROOK PROVIDE BLACK GLAZING TAPE AT INTERFACE OFlALL STOREFRONT AND WALL1EDGES i(TYPICAL) II q 10' -1 1/2' WIDTH OF IN CAR THEATRE ROOM ELEVATION NT ELEVATION PROVIDE BLACK GLAZING TAPE AT INTERFACE OF ALL STOREFRONT AND WALL EDGES (TYPICAL) Dr= TA rum' A9A1 1 I�LI LI. 1 V .]I � i '(1LV I. 1 / f.LI LI. I V .]rlLIL 1 AL J I. 1 I/ / \/ / ` / / %' SLID G/DOOR / J, REFER TO SHEET A201.1 SALES AREA CEILING RECEIVED JUL 1 0 2009 PERMIT CENTEi A better way to go; 1725 westlake ave. n. suite 210 seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f Consultant Consultant Registration Architect Registration Issues and Revisions No. Date 1 04.15.08 PERv1IT KLS 2 05.21.08 OWNER REV KLS 3 06.10.08 CONSTRUCTION SET KLS REVIEWED FOR CODE I'11UDJIAMI'C � SrD iYIIIY IY"�1 r.. APPROVED ksmith @smithco.org http: / /www.smithco.org/ Leith co. City of T ukwila - BUILDING DIVISION Project Number 08008018,00 Description DETAILS Issues By Check Computer File CW05 8008— A403,DWG Scale AS NOTED Template 4.3 (120101) All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. IIc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to y perso firm, or corporation for any purpose w)aatsoev without the wr r(perrir is of smith co. IIc. \ '7' \ \ \ / / \ \ / / / / / / / / / AND WALL EDGES UYF'ICAL) REFER TO SHEET A201.1 PROVIDE BLACK GLAZING TAPE AT INTERFACE OF ALL STOREFRONT SCALE: 3/4" = 1' - 0" SCALE: 3/4" = 1' - 0" WAIT AREA STOREFRONT ELEVATION 8 STOREFRONT DOOR @ INSTALL CENTER SCALE: 3/4" = 1' - 0" SCALE: 3/4" = INTERIOR S 1OREFRON NOTE: VERTICAL STOREFRONT DIMENSIONS MUST BE HELD. REFER TO SHEET A201.1 T ELEVATION PROVIDE BLACK GLAZING TAPE AT INTERFACE OF ALL STOREFRONT AND WALL EDGES (TYPICAL) REFER TO SHEET A201.1 / 6 STOREFRONT INTERIOR S IOREFRONT ELEVATION 5 INTERIOR STOREFRO / .! / TEMP f'f /'� ✓` /" / /f , ./ J TEMP / f /J r / TEMP / TEMP i / � DOOR @ INSTALL CENTER NT ELEVATIO REFER TO SHEET A201.1 TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP PROVIDE BLACK GLAZING TAPE AT INTERFACE OF ALL STOREFRONT AND WALL EDGES (TYPICAL) REFER TO SHEET A201.1 SCALE: 3/4" = 1' - 0" SCALE: 3/4" = 1' -- 0" SCALE: 3/4" = 1' - 0" SCALE: 3/4" = 1 " -0" WIRE GLASS INTERIOR STOREFRO 4 IN CAR THEATRE ROOK PROVIDE BLACK GLAZING TAPE AT INTERFACE OFlALL STOREFRONT AND WALL1EDGES i(TYPICAL) II q 10' -1 1/2' WIDTH OF IN CAR THEATRE ROOM ELEVATION NT ELEVATION PROVIDE BLACK GLAZING TAPE AT INTERFACE OF ALL STOREFRONT AND WALL EDGES (TYPICAL) Dr= TA rum' A9A1 1 I�LI LI. 1 V .]I � i '(1LV I. 1 / f.LI LI. I V .]rlLIL 1 AL J I. 1 I/ / \/ / ` / / %' SLID G/DOOR / J, REFER TO SHEET A201.1 SALES AREA CEILING RECEIVED JUL 1 0 2009 PERMIT CENTEi A better way to go; 1725 westlake ave. n. suite 210 seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f Consultant Consultant Registration Architect Registration Issues and Revisions No. Date 1 04.15.08 PERv1IT KLS 2 05.21.08 OWNER REV KLS 3 06.10.08 CONSTRUCTION SET KLS REVIEWED FOR CODE I'11UDJIAMI'C � SrD iYIIIY IY"�1 r.. APPROVED ksmith @smithco.org http: / /www.smithco.org/ Leith co. City of T ukwila - BUILDING DIVISION Project Number 08008018,00 Description DETAILS Issues By Check Computer File CW05 8008— A403,DWG Scale AS NOTED Template 4.3 (120101) All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. IIc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to y perso firm, or corporation for any purpose w)aatsoev without the wr r(perrir is of smith co. IIc. \ '7' \ \ \ / \ \ AND WALL EDGES UYF'ICAL) REFER TO SHEET A201.1 PROVIDE BLACK GLAZING TAPE AT INTERFACE OF ALL STOREFRONT SCALE: 3/4" = 1' - 0" SCALE: 3/4" = 1' - 0" WAIT AREA STOREFRONT ELEVATION 8 STOREFRONT DOOR @ INSTALL CENTER SCALE: 3/4" = 1' - 0" SCALE: 3/4" = INTERIOR S 1OREFRON NOTE: VERTICAL STOREFRONT DIMENSIONS MUST BE HELD. REFER TO SHEET A201.1 T ELEVATION PROVIDE BLACK GLAZING TAPE AT INTERFACE OF ALL STOREFRONT AND WALL EDGES (TYPICAL) REFER TO SHEET A201.1 / 6 STOREFRONT INTERIOR S IOREFRONT ELEVATION 5 INTERIOR STOREFRO / .! / TEMP f'f /'� ✓` /" / /f , ./ J TEMP / f /J r / TEMP / TEMP i / � DOOR @ INSTALL CENTER NT ELEVATIO REFER TO SHEET A201.1 TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP PROVIDE BLACK GLAZING TAPE AT INTERFACE OF ALL STOREFRONT AND WALL EDGES (TYPICAL) REFER TO SHEET A201.1 SCALE: 3/4" = 1' - 0" SCALE: 3/4" = 1' -- 0" SCALE: 3/4" = 1' - 0" SCALE: 3/4" = 1 " -0" WIRE GLASS INTERIOR STOREFRO 4 IN CAR THEATRE ROOK PROVIDE BLACK GLAZING TAPE AT INTERFACE OFlALL STOREFRONT AND WALL1EDGES i(TYPICAL) II q 10' -1 1/2' WIDTH OF IN CAR THEATRE ROOM ELEVATION NT ELEVATION PROVIDE BLACK GLAZING TAPE AT INTERFACE OF ALL STOREFRONT AND WALL EDGES (TYPICAL) Dr= TA rum' A9A1 1 I�LI LI. 1 V .]I � i '(1LV I. 1 / f.LI LI. I V .]rlLIL 1 AL J I. 1 I/ / \/ / ` / / %' SLID G/DOOR / J, REFER TO SHEET A201.1 SALES AREA CEILING RECEIVED JUL 1 0 2009 PERMIT CENTEi A better way to go; 1725 westlake ave. n. suite 210 seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f Consultant Consultant Registration Architect Registration Issues and Revisions No. Date 1 04.15.08 PERv1IT KLS 2 05.21.08 OWNER REV KLS 3 06.10.08 CONSTRUCTION SET KLS REVIEWED FOR CODE I'11UDJIAMI'C � SrD iYIIIY IY"�1 r.. APPROVED ksmith @smithco.org http: / /www.smithco.org/ Leith co. City of T ukwila - BUILDING DIVISION Project Number 08008018,00 Description DETAILS Issues By Check Computer File CW05 8008— A403,DWG Scale AS NOTED Template 4.3 (120101) All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. IIc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to y perso firm, or corporation for any purpose w)aatsoev without the wr r(perrir is of smith co. IIc. / / AND WALL EDGES UYF'ICAL) REFER TO SHEET A201.1 PROVIDE BLACK GLAZING TAPE AT INTERFACE OF ALL STOREFRONT SCALE: 3/4" = 1' - 0" SCALE: 3/4" = 1' - 0" WAIT AREA STOREFRONT ELEVATION 8 STOREFRONT DOOR @ INSTALL CENTER SCALE: 3/4" = 1' - 0" SCALE: 3/4" = INTERIOR S 1OREFRON NOTE: VERTICAL STOREFRONT DIMENSIONS MUST BE HELD. REFER TO SHEET A201.1 T ELEVATION PROVIDE BLACK GLAZING TAPE AT INTERFACE OF ALL STOREFRONT AND WALL EDGES (TYPICAL) REFER TO SHEET A201.1 / 6 STOREFRONT INTERIOR S IOREFRONT ELEVATION 5 INTERIOR STOREFRO / .! / TEMP f'f /'� ✓` /" / /f , ./ J TEMP / f /J r / TEMP / TEMP i / � DOOR @ INSTALL CENTER NT ELEVATIO REFER TO SHEET A201.1 TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP PROVIDE BLACK GLAZING TAPE AT INTERFACE OF ALL STOREFRONT AND WALL EDGES (TYPICAL) REFER TO SHEET A201.1 SCALE: 3/4" = 1' - 0" SCALE: 3/4" = 1' -- 0" SCALE: 3/4" = 1' - 0" SCALE: 3/4" = 1 " -0" WIRE GLASS INTERIOR STOREFRO 4 IN CAR THEATRE ROOK PROVIDE BLACK GLAZING TAPE AT INTERFACE OFlALL STOREFRONT AND WALL1EDGES i(TYPICAL) II q 10' -1 1/2' WIDTH OF IN CAR THEATRE ROOM ELEVATION NT ELEVATION PROVIDE BLACK GLAZING TAPE AT INTERFACE OF ALL STOREFRONT AND WALL EDGES (TYPICAL) Dr= TA rum' A9A1 1 I�LI LI. 1 V .]I � i '(1LV I. 1 / f.LI LI. I V .]rlLIL 1 AL J I. 1 I/ / \/ / ` / / %' SLID G/DOOR / J, REFER TO SHEET A201.1 SALES AREA CEILING RECEIVED JUL 1 0 2009 PERMIT CENTEi A better way to go; 1725 westlake ave. n. suite 210 seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f Consultant Consultant Registration Architect Registration Issues and Revisions No. Date 1 04.15.08 PERv1IT KLS 2 05.21.08 OWNER REV KLS 3 06.10.08 CONSTRUCTION SET KLS REVIEWED FOR CODE I'11UDJIAMI'C � SrD iYIIIY IY"�1 r.. APPROVED ksmith @smithco.org http: / /www.smithco.org/ Leith co. City of T ukwila - BUILDING DIVISION Project Number 08008018,00 Description DETAILS Issues By Check Computer File CW05 8008— A403,DWG Scale AS NOTED Template 4.3 (120101) All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. IIc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to y perso firm, or corporation for any purpose w)aatsoev without the wr r(perrir is of smith co. IIc. LI \ / / t AND WALL EDGES UYF'ICAL) REFER TO SHEET A201.1 PROVIDE BLACK GLAZING TAPE AT INTERFACE OF ALL STOREFRONT SCALE: 3/4" = 1' - 0" SCALE: 3/4" = 1' - 0" WAIT AREA STOREFRONT ELEVATION 8 STOREFRONT DOOR @ INSTALL CENTER SCALE: 3/4" = 1' - 0" SCALE: 3/4" = INTERIOR S 1OREFRON NOTE: VERTICAL STOREFRONT DIMENSIONS MUST BE HELD. REFER TO SHEET A201.1 T ELEVATION PROVIDE BLACK GLAZING TAPE AT INTERFACE OF ALL STOREFRONT AND WALL EDGES (TYPICAL) REFER TO SHEET A201.1 / 6 STOREFRONT INTERIOR S IOREFRONT ELEVATION 5 INTERIOR STOREFRO / .! / TEMP f'f /'� ✓` /" / /f , ./ J TEMP / f /J r / TEMP / TEMP i / � DOOR @ INSTALL CENTER NT ELEVATIO REFER TO SHEET A201.1 TEMP TEMP TEMP TEMP TEMP TEMP TEMP TEMP PROVIDE BLACK GLAZING TAPE AT INTERFACE OF ALL STOREFRONT AND WALL EDGES (TYPICAL) REFER TO SHEET A201.1 SCALE: 3/4" = 1' - 0" SCALE: 3/4" = 1' -- 0" SCALE: 3/4" = 1' - 0" SCALE: 3/4" = 1 " -0" WIRE GLASS INTERIOR STOREFRO 4 IN CAR THEATRE ROOK PROVIDE BLACK GLAZING TAPE AT INTERFACE OFlALL STOREFRONT AND WALL1EDGES i(TYPICAL) II q 10' -1 1/2' WIDTH OF IN CAR THEATRE ROOM ELEVATION NT ELEVATION PROVIDE BLACK GLAZING TAPE AT INTERFACE OF ALL STOREFRONT AND WALL EDGES (TYPICAL) Dr= TA rum' A9A1 1 I�LI LI. 1 V .]I � i '(1LV I. 1 / f.LI LI. I V .]rlLIL 1 AL J I. 1 I/ / \/ / ` / / %' SLID G/DOOR / J, REFER TO SHEET A201.1 SALES AREA CEILING RECEIVED JUL 1 0 2009 PERMIT CENTEi A better way to go; 1725 westlake ave. n. suite 210 seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f Consultant Consultant Registration Architect Registration Issues and Revisions No. Date 1 04.15.08 PERv1IT KLS 2 05.21.08 OWNER REV KLS 3 06.10.08 CONSTRUCTION SET KLS REVIEWED FOR CODE I'11UDJIAMI'C � SrD iYIIIY IY"�1 r.. APPROVED ksmith @smithco.org http: / /www.smithco.org/ Leith co. City of T ukwila - BUILDING DIVISION Project Number 08008018,00 Description DETAILS Issues By Check Computer File CW05 8008— A403,DWG Scale AS NOTED Template 4.3 (120101) All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. IIc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to y perso firm, or corporation for any purpose w)aatsoev without the wr r(perrir is of smith co. IIc. \OT SCALE: 3" = 1"-0" ALARM SCALE: 3/4" _ D 2' RECESS =D ANGLED WALL ELEV. SPLAY ANGLED WALL SEE ELEV. @ LEFT ,. ALCOVE WALL DETA 5 RADIO ROOv :1 SCALE: LIGHT CAN BY OTHERS JUNCTION BOX BEYOND. SEE E101 FOR ADDITIONAL INFORMATION. 17 = 1 ' „ 1' -9 1/? 1' -1A' UGH CAN BY OTHERS (INSTALLED BY G,C„ TYP.) 102 1/2' ROUGH OPENING PREMANUFACTURED CASEWORK BY OTHERS M L AT LIGHT CAN BY OTHE`12S 1' -0' 1/4' 3/4' MDF SHELVES (2) PAINT W -1 GC TO PROVIDE KV BRACKETS AND PINS BRUSHED ALUMINUM OR ZINC FINISH 5/8" GWB 3/4" MDF DIVIDER PANEL AT SHELVES 3/4" MDF PAINT W -2 TOP ES SIDES 1/2' X 1 1/2" TRIM PAINT W -2 0 z F NISH FLOOR ANGLED WALL SEE ELEV. @ RIGHT ALCOVE IL SCALE: 3/4" = 1 " -0" `VAT NOTE' DRYWALL CONTRACTOR TO PROVIDE STRAIGHT AND CRISP EDGES AT ALL WALL INTERFACES TYP. 2" RECESS ANGLED WAL ELEV, 0\ SPEAKER PODS FDIC AT RADIO R00 RADIO DISPLAY GC TO HANG OWNER PROVIDED SPEAKER POD 1/2'h X 1 1/2' TRIM PAINT W -21 MITER CORNERS 6 4" ADJ. SHELVES WITH 1 1/2' EDGE WITH KV SIDE BRACKETS AT SIDE PANELS FINISH FLOOR v ANGLE SCALE: 3/4" = 1"-0" EQ. )7 3/8' 3 SOFFIT AT RA REFER TO SHEET A201 r ROUGH OPENING 32 1/2' TO ROUGH OPENING 32 1/2' TO ROUGH OPENING 7 3/8' TO ROUGH OPENING FY W/ C.P.M. 'f' '' VERIFY W/ C.P.M. 310 ROOM 3 VERIFY W/ C.P.M. EQ.J, ANGLED SOFFIT ELEVATION VERIFY W/ C.P.M. 2 RECEIVED JUL 10 2009 RERMIT CENTEI CAR A better way 16935 Southcenter Parkway Tukwila, WA 98188 smith cc 1725 westlake ave. n. suite 210 seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith @smithco.org http: / /www.smithco.org/ Consultant Consultant Registration Issues and Revisions No. Date 1 04.15.08 2 05.21.08 3 06.10.08 REVIE ED FOR CONE COMPLIANCE APPROVED iL 1 City of T ukwiia BUILDING (DIVISION Project Number 02008018.00 Description DETAILS 6294 Issues By Check PERMIT OWNER REV CONSTRUCTION SET Project Name CARTOYS SOUTHCENTER Computer File CW05 2008— A404,DWG Scale AS NOTED Template 4.3 (12 0101) A4.04 YS go. Architect Registration REGISTERED ARCHITECT KEITH L SMITH STATE OF WASHINGTON All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to . y perso , firm, or corporation for any purpose w. - > -v_ without the wr , - per • ion of smith co. Ilc. KLS KLS KLS <fctir r 0 S qti 1 < < C cs I AC `� .5 1 5.- coy O, T'';∎3 •J � LIGHT CAN BY OTHERS f ( CyT r0 d 11, 9 1J �< < e J rOC .5 r 1).- c6- _ O, T A ,0 <a J' W D2 SPEAKER POD BY BYILTHERS DI SPEAKER PhD BY OTHERS 11'C DS1 M33S C tiT � � � q c " d � � q� FDIC C C ` y O, FDIC D2 6 -8" TO BOTTOM OF ANGLED SOFFIT STOREFRONT CONTINUES / / BEHIND ANGLE SOFFIT (BLACK OUT PANEL) �\ \ \ �� 4 `* \ ,\ \ STOREFRONT WINDOWS BEYOND \ . \ 4` ` . \ \ \ ‘ —Ms., \ \OT SCALE: 3" = 1"-0" ALARM SCALE: 3/4" _ D 2' RECESS =D ANGLED WALL ELEV. SPLAY ANGLED WALL SEE ELEV. @ LEFT ,. ALCOVE WALL DETA 5 RADIO ROOv :1 SCALE: LIGHT CAN BY OTHERS JUNCTION BOX BEYOND. SEE E101 FOR ADDITIONAL INFORMATION. 17 = 1 ' „ 1' -9 1/? 1' -1A' UGH CAN BY OTHERS (INSTALLED BY G,C„ TYP.) 102 1/2' ROUGH OPENING PREMANUFACTURED CASEWORK BY OTHERS M L AT LIGHT CAN BY OTHE`12S 1' -0' 1/4' 3/4' MDF SHELVES (2) PAINT W -1 GC TO PROVIDE KV BRACKETS AND PINS BRUSHED ALUMINUM OR ZINC FINISH 5/8" GWB 3/4" MDF DIVIDER PANEL AT SHELVES 3/4" MDF PAINT W -2 TOP ES SIDES 1/2' X 1 1/2" TRIM PAINT W -2 0 z F NISH FLOOR ANGLED WALL SEE ELEV. @ RIGHT ALCOVE IL SCALE: 3/4" = 1 " -0" `VAT NOTE' DRYWALL CONTRACTOR TO PROVIDE STRAIGHT AND CRISP EDGES AT ALL WALL INTERFACES TYP. 2" RECESS ANGLED WAL ELEV, 0\ SPEAKER PODS FDIC AT RADIO R00 RADIO DISPLAY GC TO HANG OWNER PROVIDED SPEAKER POD 1/2'h X 1 1/2' TRIM PAINT W -21 MITER CORNERS 6 4" ADJ. SHELVES WITH 1 1/2' EDGE WITH KV SIDE BRACKETS AT SIDE PANELS FINISH FLOOR v ANGLE SCALE: 3/4" = 1"-0" EQ. )7 3/8' 3 SOFFIT AT RA REFER TO SHEET A201 r ROUGH OPENING 32 1/2' TO ROUGH OPENING 32 1/2' TO ROUGH OPENING 7 3/8' TO ROUGH OPENING FY W/ C.P.M. 'f' '' VERIFY W/ C.P.M. 310 ROOM 3 VERIFY W/ C.P.M. EQ.J, ANGLED SOFFIT ELEVATION VERIFY W/ C.P.M. 2 RECEIVED JUL 10 2009 RERMIT CENTEI CAR A better way 16935 Southcenter Parkway Tukwila, WA 98188 smith cc 1725 westlake ave. n. suite 210 seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith @smithco.org http: / /www.smithco.org/ Consultant Consultant Registration Issues and Revisions No. Date 1 04.15.08 2 05.21.08 3 06.10.08 REVIE ED FOR CONE COMPLIANCE APPROVED iL 1 City of T ukwiia BUILDING (DIVISION Project Number 02008018.00 Description DETAILS 6294 Issues By Check PERMIT OWNER REV CONSTRUCTION SET Project Name CARTOYS SOUTHCENTER Computer File CW05 2008— A404,DWG Scale AS NOTED Template 4.3 (12 0101) A4.04 YS go. Architect Registration REGISTERED ARCHITECT KEITH L SMITH STATE OF WASHINGTON All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to . y perso , firm, or corporation for any purpose w. - > -v_ without the wr , - per • ion of smith co. Ilc. KLS KLS KLS LIGHT CAN BY OTHERS LIGHT CAN BY OTHERS LIGHT CAN BY OTHERS W <' ti,, r f % "74,, � FDIC . ? 0,. C tiT � � � q c " d � � q� FDIC C C ` y O, FDIC D2 F ❑IC D1 28 3/8" TO ROUGH OPNG, b3 \OT SCALE: 3" = 1"-0" ALARM SCALE: 3/4" _ D 2' RECESS =D ANGLED WALL ELEV. SPLAY ANGLED WALL SEE ELEV. @ LEFT ,. ALCOVE WALL DETA 5 RADIO ROOv :1 SCALE: LIGHT CAN BY OTHERS JUNCTION BOX BEYOND. SEE E101 FOR ADDITIONAL INFORMATION. 17 = 1 ' „ 1' -9 1/? 1' -1A' UGH CAN BY OTHERS (INSTALLED BY G,C„ TYP.) 102 1/2' ROUGH OPENING PREMANUFACTURED CASEWORK BY OTHERS M L AT LIGHT CAN BY OTHE`12S 1' -0' 1/4' 3/4' MDF SHELVES (2) PAINT W -1 GC TO PROVIDE KV BRACKETS AND PINS BRUSHED ALUMINUM OR ZINC FINISH 5/8" GWB 3/4" MDF DIVIDER PANEL AT SHELVES 3/4" MDF PAINT W -2 TOP ES SIDES 1/2' X 1 1/2" TRIM PAINT W -2 0 z F NISH FLOOR ANGLED WALL SEE ELEV. @ RIGHT ALCOVE IL SCALE: 3/4" = 1 " -0" `VAT NOTE' DRYWALL CONTRACTOR TO PROVIDE STRAIGHT AND CRISP EDGES AT ALL WALL INTERFACES TYP. 2" RECESS ANGLED WAL ELEV, 0\ SPEAKER PODS FDIC AT RADIO R00 RADIO DISPLAY GC TO HANG OWNER PROVIDED SPEAKER POD 1/2'h X 1 1/2' TRIM PAINT W -21 MITER CORNERS 6 4" ADJ. SHELVES WITH 1 1/2' EDGE WITH KV SIDE BRACKETS AT SIDE PANELS FINISH FLOOR v ANGLE SCALE: 3/4" = 1"-0" EQ. )7 3/8' 3 SOFFIT AT RA REFER TO SHEET A201 r ROUGH OPENING 32 1/2' TO ROUGH OPENING 32 1/2' TO ROUGH OPENING 7 3/8' TO ROUGH OPENING FY W/ C.P.M. 'f' '' VERIFY W/ C.P.M. 310 ROOM 3 VERIFY W/ C.P.M. EQ.J, ANGLED SOFFIT ELEVATION VERIFY W/ C.P.M. 2 RECEIVED JUL 10 2009 RERMIT CENTEI CAR A better way 16935 Southcenter Parkway Tukwila, WA 98188 smith cc 1725 westlake ave. n. suite 210 seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith @smithco.org http: / /www.smithco.org/ Consultant Consultant Registration Issues and Revisions No. Date 1 04.15.08 2 05.21.08 3 06.10.08 REVIE ED FOR CONE COMPLIANCE APPROVED iL 1 City of T ukwiia BUILDING (DIVISION Project Number 02008018.00 Description DETAILS 6294 Issues By Check PERMIT OWNER REV CONSTRUCTION SET Project Name CARTOYS SOUTHCENTER Computer File CW05 2008— A404,DWG Scale AS NOTED Template 4.3 (12 0101) A4.04 YS go. Architect Registration REGISTERED ARCHITECT KEITH L SMITH STATE OF WASHINGTON All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to . y perso , firm, or corporation for any purpose w. - > -v_ without the wr , - per • ion of smith co. Ilc. KLS KLS KLS LIGHT CAN BY OTHERS LIGHT CAN BY OTHERS LIGHT CAN BY OTHERS \OT SCALE: 3" = 1"-0" ALARM SCALE: 3/4" _ D 2' RECESS =D ANGLED WALL ELEV. SPLAY ANGLED WALL SEE ELEV. @ LEFT ,. ALCOVE WALL DETA 5 RADIO ROOv :1 SCALE: LIGHT CAN BY OTHERS JUNCTION BOX BEYOND. SEE E101 FOR ADDITIONAL INFORMATION. 17 = 1 ' „ 1' -9 1/? 1' -1A' UGH CAN BY OTHERS (INSTALLED BY G,C„ TYP.) 102 1/2' ROUGH OPENING PREMANUFACTURED CASEWORK BY OTHERS M L AT LIGHT CAN BY OTHE`12S 1' -0' 1/4' 3/4' MDF SHELVES (2) PAINT W -1 GC TO PROVIDE KV BRACKETS AND PINS BRUSHED ALUMINUM OR ZINC FINISH 5/8" GWB 3/4" MDF DIVIDER PANEL AT SHELVES 3/4" MDF PAINT W -2 TOP ES SIDES 1/2' X 1 1/2" TRIM PAINT W -2 0 z F NISH FLOOR ANGLED WALL SEE ELEV. @ RIGHT ALCOVE IL SCALE: 3/4" = 1 " -0" `VAT NOTE' DRYWALL CONTRACTOR TO PROVIDE STRAIGHT AND CRISP EDGES AT ALL WALL INTERFACES TYP. 2" RECESS ANGLED WAL ELEV, 0\ SPEAKER PODS FDIC AT RADIO R00 RADIO DISPLAY GC TO HANG OWNER PROVIDED SPEAKER POD 1/2'h X 1 1/2' TRIM PAINT W -21 MITER CORNERS 6 4" ADJ. SHELVES WITH 1 1/2' EDGE WITH KV SIDE BRACKETS AT SIDE PANELS FINISH FLOOR v ANGLE SCALE: 3/4" = 1"-0" EQ. )7 3/8' 3 SOFFIT AT RA REFER TO SHEET A201 r ROUGH OPENING 32 1/2' TO ROUGH OPENING 32 1/2' TO ROUGH OPENING 7 3/8' TO ROUGH OPENING FY W/ C.P.M. 'f' '' VERIFY W/ C.P.M. 310 ROOM 3 VERIFY W/ C.P.M. EQ.J, ANGLED SOFFIT ELEVATION VERIFY W/ C.P.M. 2 RECEIVED JUL 10 2009 RERMIT CENTEI CAR A better way 16935 Southcenter Parkway Tukwila, WA 98188 smith cc 1725 westlake ave. n. suite 210 seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith @smithco.org http: / /www.smithco.org/ Consultant Consultant Registration Issues and Revisions No. Date 1 04.15.08 2 05.21.08 3 06.10.08 REVIE ED FOR CONE COMPLIANCE APPROVED iL 1 City of T ukwiia BUILDING (DIVISION Project Number 02008018.00 Description DETAILS 6294 Issues By Check PERMIT OWNER REV CONSTRUCTION SET Project Name CARTOYS SOUTHCENTER Computer File CW05 2008— A404,DWG Scale AS NOTED Template 4.3 (12 0101) A4.04 YS go. Architect Registration REGISTERED ARCHITECT KEITH L SMITH STATE OF WASHINGTON All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to . y perso , firm, or corporation for any purpose w. - > -v_ without the wr , - per • ion of smith co. Ilc. KLS KLS KLS \UvBER NAVE FLOOR BASE WALLS CEILING HEIGHT REMARKS 100 SALES N PANELS CHICAGO METALLIC BLACK GYPSUM BOARD - 5/8" GYPSUM BOARD ON CEILING JOISTS 12' -0" 3 1 C ELECT, OUTLET & DATA PORT 2' -O' EXPOSED C❑NSTRUCTI ❑N - PAINTED WITH SWEEP -UP SPRAY -- C WHITE 4 ® SMOOTH FINISH BENJAMIN MOORE 'YE LOW SQUASH" 2161 -50 GLOSS W [ E l FB 21 ,/,./ BENJAMIN MOORE "YELLOW SQUASH" 2161 -50 SATIN D 2 ° L � 0 r!) 101 RADIO ROOM 1 BENJAMIN MOORE #HC -5 "WESTON FLAX" SEMI -GLOSS D 4 9' -6 3/4" D 5 4" VINYL BASE (COVE) - ROPPE 100 "BLACK" FB F2 1 2 [ W 1 2 2 EXPOSED CONCRETE - STAIN /SEALER - BEHR 802 "NATURAL SLATE" FC MUST BE PAINTED OUT AT LEAST 2 WEEKS PRIOR TO OPENING 1 102 RADIO ROOM 2 2 INSTALLED BY G,C, - 'CONFETTI GREY' (MAIN FLOOR) ORDER THRU CROWN COMMERCIAL, PAUL (503) 287 -6783 CARPET - DIRECT GLUE DOWN SUPPLIED BY TENANT'S VENDOR FC INSTALLED BY EC, - "CONFETTI MAUVE' 9' -6 3/4" (HIGHLIGHTS) ORDER THRU CROWN COMMERCIAL, PAUL (503) 287 -6783 VINYL COMPOSITION TILE - ARMSTRONG, SAFETY ZONE, #57002 'WEATHERED FB 3 I ALABASTER' AND #57004 'SLATE BLACK' 1 2 W 2 FC 4 12 "X12" TILES LAID WITH GRAIN OPPOSING 103 RADIO ROOM 3 SHEET VINYL - ARMSTRONG TRANSLATIONS 31782 "WHEAT" FCI 5 9' -6 3/4" PAINTED FLOOR WITH NON SKID /SLIP FINISH, FC 6 "NATURAL SLATE" ICORE LAMINATE WOOD FLOORING BY MANNINTON 2 I W 2 2 PLASTIC LAMINATE - FORMICA 837 58 'GRAPHITE" LAN, 1 104 IN CAR THEATRE 5LAN, 2 9' -9 3/4" C POWDER COATED 1 FB F2 G,W,B SMOOTH FINISH WITH BENJAMIN MOORE "YELLOW SQUASH" 2161 -50 w W 1 G.W.B SMOOTH FINISH WITH BENJAMIN MOORE 'YELLOW SQUASH' 2161 -50 w SEMI -GLOSS 105 WAITING AREA 48" WAINSCOT OF BEJAMIN MOORE "DARK LILAC" 2070 -30 w SEMI -GLOSS W/ METAL TRIM 3 10 - 0 " 48' WAINSCOT OF FRP MARLITE P -100, W/ METAL TRIM AT W w FB 4 F2 G,W,B, SMOOTH FINISH WITH BEJAMIN MOORE "DARK LILAC" 2 w 5 2070 -30 SATIN 106 MGM T. OFFICE 10' -0" c FC 1 W 2 107 OFFICE 10' - 0" I FB FC W 108 CASH WRAP 9' -10" W C FB FC FC 2 1 2 2 7 109 STOCK / PARTS OPEN I C F B 1 W 4 110 TRAINING ROOM 10' -0" c W I 1 FB 1 I 2 2 111 WORKSHOP 12' —O" W I21 FC 4 12' -0" 112 INSTALL F3 FC 1 1 3 2 113 WOMEN'S RESTROOM a' -0 " 1 1 2 FC 3 4 FB 5 114 MEN'S RESTROOM 8' - 0" 1 W F B W FC C 2 4 115 LUNCH ROOM 10' -0" F B F 5 1 W 116 STORAGE #1 OPEN FC 4 W a 117 STORAGE #2 OPEN F4 4 W 2 118 HALL 10' -0" W FB 1 2 2 2 F S SC F FLOOR PREPARATI ❑N NOTE: CONTRACTOR TO ENSURE A FLOOR SURFACE THAT IS COMPLETELY LEVEL WITH A TOLLERANCE OF 1/8 ", PREPARE FLOOR SURFACES TO RECEIVE NEW FINISHES. 1, VERIFY ALL FINISH LOCATIONS WITH OWNER PRIOR TO INSTALLATION, 2. ALL FINISH MATERIALS ARE FURNISHED BY CONTRACTOR UNLESS NOTED OTHERWISE ON DRAWINGS, 3, FILL ALL JOINTS IN SLABS UNDER ALL FINISHES. 4, ASSURE ADEQUATE PREPARATION OF ALL SURFACES TO PROVIDE A SMOOTH REGULAR FINISH, 5, PROVIDE VINYL REDUCER STRIP AT ALL VINYL TO CARPET TRANSITI ❑NS, AT VINYL TO CONCRETE TRANSITIONS, FLOAT SLAB UP TO VET TO MAKE SMOOTH TRANSITION. 6. SCHEDULED FLOOR FINISHES ARE TO EXTEND UNDER ALL BASES (WALL TO WALL). 7, ALL EXPOSED GRILL WORK, MISC, ITEMS AT CLG TO BE PAINTED "BLACK" WHEN ADJACENT TO "BLACK" CEILING TILES 8. WALL COVERINGS SHALL BE APPROVED I,C,B,f MATERIALS OR SURFACE PER UBC 807,1,2, F F S S \OJFS CABINETS CA CABINETS WHITE MELAMINE LAMINATE BY G,C, -C \D WOR K Bb \C SCALE: 1/2" = 1 -0" OHH CF SCALE: 1/2" = 1' -0" V - ANIACH 'S SCALE: 1/2" = 1' -0" HL FILE CABINET BY TENANT -VAT 0 0\ I C NOTE: COORDINATE EXACT LOCATION WITH CONSTRUCTION PRODUCTION MANAGER. - VAT NOTE: GC TO BOLT SAFE TO FLOOR, SAFE TO BE PROVIDED BY TENANT. INSTALL ELECTRICAL OUTLETS 4" ABOVE COUNTER 0\ - -VAT 0 "cV L 0 M 0\ ADJUSTABLE SHELVES REF, 2/A202 COUNTER WITH 4" SPLASH GUARD FILE CABINET BY TENANT ADJUSTABLE SHELVES REF, 2/A202 COUNTER WITH 4" SPLASH GUARD FILE CABINET BY TENANT 3 2 1 RECE VIF P JUL d 0 2009 PERMIT GEN I CARTOYS A better way to go. 16935 Southcenter Parkway Tukwila, WA 98188 smith cc 1725 westlake ave. n. suite 210 seattle, washington 98109 206.838.5485 p 206113.4076 m 206.464.0700 f ksmith @smithco_org http: / /www.smithco.org/ Consultant Consultant Registration Issues and Revisions No. Date 1 04.15.08 2 05.21.08 3 06.10.08 REVIEWED FOR CODE OOMKIANGb APPROVED JUL 16 2009 City of Tukwila BUILDING DIVISION Project Name CARTOYS SOUTHCENTER Project Number 02008018,00 Description DETAILS Computer Pile CW05- 2008— A405,DWG Scale AS NOTED Template 4.3 (120101) All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. IIc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to - y perso , firm, or corporation for any purpose w - without the wr ' - per ion of smith co. Ilc. A4.05 6294 Architect Registration REGISTERED ARCHITECT tiV i KEITH L SMITH STATE OF WASHINGTON Issues By Check PERMIT OWNER REV CONSTRUCTION SET KLS KLS KLS LAY -IN ACOUSTICAL PANELS - ARMSTRONG C❑RTEGA C 1 24 "X48 "X5/8" "WHITE" #769, GRID SYSTEM - USG 345 "WHITE° LAY -IN ACOUSTICAL PANELS - CEL❑TEX /S ❑FT ❑NE "THEATER BLACK ", 24 "X24 "X5/8° SQUARE EDGE "BLACK ", GRID SYSTEM - N PANELS CHICAGO METALLIC BLACK GYPSUM BOARD - 5/8" GYPSUM BOARD ON CEILING JOISTS C 1 3 1 PAINT BENJAMIN MOORE "YELLOW SQUASH" 2161 -50 SATIN ELECT, OUTLET & DATA PORT 2' -O' EXPOSED C❑NSTRUCTI ❑N - PAINTED WITH SWEEP -UP SPRAY -- C WHITE 4 ® SMOOTH FINISH BENJAMIN MOORE 'YE LOW SQUASH" 2161 -50 GLOSS D 7 1 ,/,./ BENJAMIN MOORE "YELLOW SQUASH" 2161 -50 SATIN D 2 ° L � 0 r!) PERSPECTIVE #10- 314 "SAFETY RED" OIL HIGH GLOSS BENJAMIN MOORE #HC -5 "WESTON FLAX" SEMI -GLOSS D 4 CLEAR SATIN POLYURETHANE FINISH D 5 4" VINYL BASE (COVE) - ROPPE 100 "BLACK" FB 1 4" VINYL BASE (COVE) - ROPPE 94 "BURNT UMBER" FB 2 EXPOSED CONCRETE - STAIN /SEALER - BEHR 802 "NATURAL SLATE" FC MUST BE PAINTED OUT AT LEAST 2 WEEKS PRIOR TO OPENING 1 CARPET - DIRECT GLUE DOWN SUPPLIED BY TENANT'S VENDOR FC 2 INSTALLED BY G,C, - 'CONFETTI GREY' (MAIN FLOOR) ORDER THRU CROWN COMMERCIAL, PAUL (503) 287 -6783 CARPET - DIRECT GLUE DOWN SUPPLIED BY TENANT'S VENDOR FC INSTALLED BY EC, - "CONFETTI MAUVE' 2B (HIGHLIGHTS) ORDER THRU CROWN COMMERCIAL, PAUL (503) 287 -6783 VINYL COMPOSITION TILE - ARMSTRONG, SAFETY ZONE, #57002 'WEATHERED FC l 3 I ALABASTER' AND #57004 'SLATE BLACK' 12 "X12" TILES LAID WITH GRAIN OPPOSING IN "CHECKERBOARD" FASHION - EPDXY ADHESIVE - (REGULAR ADHESIVE AT PERIMETER AS SHOWN ON PLAN.) VINYL COMPOSITI ❑N TILE - TARKET 2044 "WHITE" FC 4 12 "X12" TILES LAID WITH GRAIN OPPOSING SHEET VINYL - ARMSTRONG TRANSLATIONS 31782 "WHEAT" FCI 5 PAINTED FLOOR WITH NON SKID /SLIP FINISH, FC 6 "NATURAL SLATE" ICORE LAMINATE WOOD FLOORING BY MANNINTON FC 7 PLASTIC LAMINATE - FORMICA 837 58 'GRAPHITE" LAN, 1 PLASTIC LAMINATE - WILSONART #7909 -60 "FUSION MAPLE" 5LAN, 2 INTERIOR STOREFRONTS - O'BRIEN "BLOODY MARY' PFR- 400 -59 SF POWDER COATED 1 G,W,B SMOOTH FINISH WITH BENJAMIN MOORE "YELLOW SQUASH" 2161 -50 w SATIN 1 G.W.B SMOOTH FINISH WITH BENJAMIN MOORE 'YELLOW SQUASH' 2161 -50 w SEMI -GLOSS 2 48" WAINSCOT OF BEJAMIN MOORE "DARK LILAC" 2070 -30 w SEMI -GLOSS W/ METAL TRIM 3 48' WAINSCOT OF FRP MARLITE P -100, W/ METAL TRIM AT w EDGES AND CORNERS 4 G,W,B, SMOOTH FINISH WITH BEJAMIN MOORE "DARK LILAC" w 5 2070 -30 SATIN F S SC F FLOOR PREPARATI ❑N NOTE: CONTRACTOR TO ENSURE A FLOOR SURFACE THAT IS COMPLETELY LEVEL WITH A TOLLERANCE OF 1/8 ", PREPARE FLOOR SURFACES TO RECEIVE NEW FINISHES. 1, VERIFY ALL FINISH LOCATIONS WITH OWNER PRIOR TO INSTALLATION, 2. ALL FINISH MATERIALS ARE FURNISHED BY CONTRACTOR UNLESS NOTED OTHERWISE ON DRAWINGS, 3, FILL ALL JOINTS IN SLABS UNDER ALL FINISHES. 4, ASSURE ADEQUATE PREPARATION OF ALL SURFACES TO PROVIDE A SMOOTH REGULAR FINISH, 5, PROVIDE VINYL REDUCER STRIP AT ALL VINYL TO CARPET TRANSITI ❑NS, AT VINYL TO CONCRETE TRANSITIONS, FLOAT SLAB UP TO VET TO MAKE SMOOTH TRANSITION. 6. SCHEDULED FLOOR FINISHES ARE TO EXTEND UNDER ALL BASES (WALL TO WALL). 7, ALL EXPOSED GRILL WORK, MISC, ITEMS AT CLG TO BE PAINTED "BLACK" WHEN ADJACENT TO "BLACK" CEILING TILES 8. WALL COVERINGS SHALL BE APPROVED I,C,B,f MATERIALS OR SURFACE PER UBC 807,1,2, F F S S \OJFS CABINETS CA CABINETS WHITE MELAMINE LAMINATE BY G,C, -C \D WOR K Bb \C SCALE: 1/2" = 1 -0" OHH CF SCALE: 1/2" = 1' -0" V - ANIACH 'S SCALE: 1/2" = 1' -0" HL FILE CABINET BY TENANT -VAT 0 0\ I C NOTE: COORDINATE EXACT LOCATION WITH CONSTRUCTION PRODUCTION MANAGER. - VAT NOTE: GC TO BOLT SAFE TO FLOOR, SAFE TO BE PROVIDED BY TENANT. INSTALL ELECTRICAL OUTLETS 4" ABOVE COUNTER 0\ - -VAT 0 "cV L 0 M 0\ ADJUSTABLE SHELVES REF, 2/A202 COUNTER WITH 4" SPLASH GUARD FILE CABINET BY TENANT ADJUSTABLE SHELVES REF, 2/A202 COUNTER WITH 4" SPLASH GUARD FILE CABINET BY TENANT 3 2 1 RECE VIF P JUL d 0 2009 PERMIT GEN I CARTOYS A better way to go. 16935 Southcenter Parkway Tukwila, WA 98188 smith cc 1725 westlake ave. n. suite 210 seattle, washington 98109 206.838.5485 p 206113.4076 m 206.464.0700 f ksmith @smithco_org http: / /www.smithco.org/ Consultant Consultant Registration Issues and Revisions No. Date 1 04.15.08 2 05.21.08 3 06.10.08 REVIEWED FOR CODE OOMKIANGb APPROVED JUL 16 2009 City of Tukwila BUILDING DIVISION Project Name CARTOYS SOUTHCENTER Project Number 02008018,00 Description DETAILS Computer Pile CW05- 2008— A405,DWG Scale AS NOTED Template 4.3 (120101) All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. IIc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to - y perso , firm, or corporation for any purpose w - without the wr ' - per ion of smith co. Ilc. A4.05 6294 Architect Registration REGISTERED ARCHITECT tiV i KEITH L SMITH STATE OF WASHINGTON Issues By Check PERMIT OWNER REV CONSTRUCTION SET KLS KLS KLS ELECT, OUTLET & DATA PORT 2' -O' ® o 7 ,/,./ ° L � FLOOR SAFE J N. F S SC F FLOOR PREPARATI ❑N NOTE: CONTRACTOR TO ENSURE A FLOOR SURFACE THAT IS COMPLETELY LEVEL WITH A TOLLERANCE OF 1/8 ", PREPARE FLOOR SURFACES TO RECEIVE NEW FINISHES. 1, VERIFY ALL FINISH LOCATIONS WITH OWNER PRIOR TO INSTALLATION, 2. ALL FINISH MATERIALS ARE FURNISHED BY CONTRACTOR UNLESS NOTED OTHERWISE ON DRAWINGS, 3, FILL ALL JOINTS IN SLABS UNDER ALL FINISHES. 4, ASSURE ADEQUATE PREPARATION OF ALL SURFACES TO PROVIDE A SMOOTH REGULAR FINISH, 5, PROVIDE VINYL REDUCER STRIP AT ALL VINYL TO CARPET TRANSITI ❑NS, AT VINYL TO CONCRETE TRANSITIONS, FLOAT SLAB UP TO VET TO MAKE SMOOTH TRANSITION. 6. SCHEDULED FLOOR FINISHES ARE TO EXTEND UNDER ALL BASES (WALL TO WALL). 7, ALL EXPOSED GRILL WORK, MISC, ITEMS AT CLG TO BE PAINTED "BLACK" WHEN ADJACENT TO "BLACK" CEILING TILES 8. WALL COVERINGS SHALL BE APPROVED I,C,B,f MATERIALS OR SURFACE PER UBC 807,1,2, F F S S \OJFS CABINETS CA CABINETS WHITE MELAMINE LAMINATE BY G,C, -C \D WOR K Bb \C SCALE: 1/2" = 1 -0" OHH CF SCALE: 1/2" = 1' -0" V - ANIACH 'S SCALE: 1/2" = 1' -0" HL FILE CABINET BY TENANT -VAT 0 0\ I C NOTE: COORDINATE EXACT LOCATION WITH CONSTRUCTION PRODUCTION MANAGER. - VAT NOTE: GC TO BOLT SAFE TO FLOOR, SAFE TO BE PROVIDED BY TENANT. INSTALL ELECTRICAL OUTLETS 4" ABOVE COUNTER 0\ - -VAT 0 "cV L 0 M 0\ ADJUSTABLE SHELVES REF, 2/A202 COUNTER WITH 4" SPLASH GUARD FILE CABINET BY TENANT ADJUSTABLE SHELVES REF, 2/A202 COUNTER WITH 4" SPLASH GUARD FILE CABINET BY TENANT 3 2 1 RECE VIF P JUL d 0 2009 PERMIT GEN I CARTOYS A better way to go. 16935 Southcenter Parkway Tukwila, WA 98188 smith cc 1725 westlake ave. n. suite 210 seattle, washington 98109 206.838.5485 p 206113.4076 m 206.464.0700 f ksmith @smithco_org http: / /www.smithco.org/ Consultant Consultant Registration Issues and Revisions No. Date 1 04.15.08 2 05.21.08 3 06.10.08 REVIEWED FOR CODE OOMKIANGb APPROVED JUL 16 2009 City of Tukwila BUILDING DIVISION Project Name CARTOYS SOUTHCENTER Project Number 02008018,00 Description DETAILS Computer Pile CW05- 2008— A405,DWG Scale AS NOTED Template 4.3 (120101) All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. IIc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to - y perso , firm, or corporation for any purpose w - without the wr ' - per ion of smith co. Ilc. A4.05 6294 Architect Registration REGISTERED ARCHITECT tiV i KEITH L SMITH STATE OF WASHINGTON Issues By Check PERMIT OWNER REV CONSTRUCTION SET KLS KLS KLS EXISTING TILT WALL WEST - =VATIO EXISTING TEMPERED GLASS EXISTING GALVANIZED STEEL CHANNEL Oki H ELEVATI O\ _ NEW PROPOSED OPEN-FACED CHANNEL NEON LETTERS ON RAISED BOX RACEWAY SIGNAGE UNDER SEPARATE PERMIT NO FILM TO BE APPLIED TO GLASS AT ENTRY 8" BOLLARDS AT ENTRY BY TENANT G.C. COORDINATE WITH L,L, TO MAINTAIN A HANDICAPPED ACCESSIBLE ENTY WAY. EXISTING DECORATIVE LIGHT FIXTURE EXISTING E.I.F.S. OVER TILT WALL EXISTING CAST CONCRETE BASE TEXTURE PAINTED A EXISTING DOWNSPOUTS EXISTING/DECORATIVE LIGHT EXISTING BOLLARDS REOMVE EXISTING DOOR SO T =VA RECEIVED JUL 1 0 2009 PERMIT CENTEF, CAR°TO A better way to go 16935 Southcenter Parkway Tukwila, WA 98188 smith co. 1725 westlake ave. n. suite 210 seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith @smithco.org http: / /www.smithco.org/ Consultant Consultant Registration Architect Registration Issues and Revisions No. Date 1 04.15.08 PERMIT KLS 2 05.21.08 OWNER REV KLS 3 06.10.08 CONSTRUCTION SET KLS REVIEWED FOR CODE COMPLIANCE APPROVED JUL 1 6 tU69 City of Tukwila BUILDING DIVISION Project Number 02008018,00 Description DETAILS Scale Template AS NOTED 4.3 (120101) A5.01 6294 Project Name CARTOYS SOUTH CENTER REGISTERED ARCHITECT ` KEITH SMITH STATE OF WASHINGTON Issues By Check Computer File CW05- 2008— A501,DWG All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. IIc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to . y perso , firm, or corporation for any purpose w.. r ev- without the wr - per ' ion of smith co. IIc. C \ERAL SP DIVISION 1 - GENERAL CONDITIONS 7. Site Coordination: 9. Insurance (3) (5) (a) (b) (c) (d) (e) -CI EI CAT o\ S These specifications are abbreviated and are intended to provide additional material and product information for the work shown and called for or reasonably implied on the drawings. Materials, methods and workmanship shall meet the highest standards of the industry and satisfaction of the Owner and Architect, 1. General Conditions: The general conditions of the "abbreviated form of agreement between Owner and Contractor" for AIA latest edition is hereby made a part of this contract as if attached hereto or written herein. 2. Contractor's Duties: In addition to duties specified throughout the contract documents, the Contractor's duties are generally as follows: A. Construction Costs: Except as specifically noted, provide and pay for labor, materials and equipment, tools, construction equipment and machinery, water, heat, electrical power and light, utilities required for construction, and other facilities and service necessary for proper execution and completion of the work. B. Permits and Fees: Secure and pay for government fees, licenses, and permits except as specifically noted herein. As with all other permits, the Contractor shall obtain the building permit. C. The Owner shall pay for all testing. The Contractor, however, will be responsible for the cost of test reports that are substandard, or failed and all appropriate retesting. All tests shall be made by a well established independent testing laboratory, having the facilities to make the test required, and which is satisfactory to the Owner's Representative. The testing laboratory shall report the results of all tests in writing to the Contractor and the Owner's Representative. D. Certificate of Occupancy: Obtain and record certificate of occupancy at completion of work. Forward copy of same to the Owner. E. Regulations and Notices: Comply with codes, ordinances, rules, regulations and other requirements of public authorities which pertain to the completion of the work and give all required notices, including written notice to the Architect, of any observed variances in the contract documents with legal requirements. F. Contractor shall attend preconstruction meetings with the mall and /or the Owner or Owner's Representative as required. G. Coordination: Coordinate work of the various trades and subcontractors to assure efficient and orderly sequence of installation of construction elements, with provisions for accommodating items installed later. Verify that characteristics of interrelated operating equipment are compatible; coordinate work of various sections have interdependent responsibilities for installing, connection to, and placing in service, such equipment. H. Supervision: All work included in this contract shall be done under constant supervision of a qualified superintendent. Superintendents cannot be changed without prior approval of the Owner. 3. Use of premises: Confine operation at site to area permitted by law, ordinances, permits, mall representative and the contract documents. Do not load structure with weights which will endanger structure. 4. Protections: A. Barricades dividing the work site from the mall must be coordinated with and approved by the mall. Tenant GC to incurr all costs for existing barricade provided by LL. B. Personnel: Protect personnel, whether occupants of existing building and adjacent spaces, or visitors to the site, or shoppers if construction is phased, from harm and injury. C. Construction: Protect existing and adjoining spaces, utilities, and work of any kind which is to remain from damage, defacement, or interruption of service, except as may be specially directed or authorized. All public spaces and adjacent tenant spaces shall be repaired, if damaged, and left in a condition matching the original condition. Any merchandise damaged in adjacent tenant's spaces shall be replaced by the Contractor. D. Existing Utilities: Protect any existing "utilities to remain" from any damage or interruption of service. If necessary, obtain permission of mall and utility company and relocate as required for completion of the work. Overtime required for the installation, connection or relocation of utilities shall be included in the Contractor's bid. E. Adjacent Property: Prior to commencement of any work, inspect adjacent tenant spaces and property for existing signs of damage. Record any such defects observed and document for future determination of any damage caused by the work of this contract. 5. Warranty: Provide written warranty of not less than one (1) year against defects in workmanship, materials and equipment. Warranty period begins upon date of final completion. 6. Work not included: All items marked "N.I.C. ", "By Owner" or by others." A. Lines and Levels: Maintain true alignment and levels to existing construction. All new work and patchwork to match existing lines, levels and finishes unless otherwise noted. B. Existing Conditions: Verify all existing conditions and existing items to be relocated (noted on drawings). In addition, once any required demolition is complete, verify that nothing interferes with the proposed build -out. Deviations from conditions shown shall promptly be reported to the Architect for resolution. 8. Contractor & Subcontractor Qualifications: All subcontractors engaged by the General Contractor shall be bondable, licensed subcontractors, possess good labor relations, and be capable of performing quality work. The Owner reserves the right to approve or disapprove of any subcontractor. The General Contractor and subcontractors must be licensed in the state in which the work will be performed, and Contractors obtaining permits shall have all required city business licenses, or other permits as required by the building department. A. Purchase and maintain the following insurance, unless otherwise directed by the mall criteria: (1) Worker's compensation and employers' liability insurance as required by any employee benefit act or the statutes applicable where the work is to be performed, as will protect Contractor from any and all liability under the aforementioned acts, but not less than $2,000,000. (2) Comprehensive general liability insurance (including Owner and Contractor for future liability insurance) with following limits of liability Bodily injury liability, each occurrence $2,000,000 Bodily injury liability, aggregate $2,000,000 Property damage liability, each occurrence $500,000 Property damage liability, aggregate $500,000 Personal injury liability, aggregate $2,000,000 Such insurance shall provide for explosion and collapse coverage and contractual liability coverage, and shall insure Contractor against any and all claims for personal injury, including death resulting therefrom and damage to the property of others arising from its operations under its contract, whether such operations are performed by Contractor or by anyone directly or indirectly employed by the Contractor. Comprehensive automobile liability insurance including the ownership, maintenance and operation of any automotive equipment owned, hired, and non -owned in the following minimum amounts: (a) Bodily injury liability, each person (b) Bodily injury liability, each occurrence (c) $500,000 $1,000,000 Property damage liability, each occurrence $500,000 Such insurance shall insure against any and all claims for bodily injury, including death resulting therefrom and damage to the property of others arising from its operations under its contract with Owner, whether such operations are performed by Contractor or by anyone directly or indirectly employed by the Contractor. (4) Builder's risk completed value form affording "all risks of physical loss or damage" on its work in the premises as it related to the building in which the premises are located, naming the interests of General Contractor and all Subcontractors as their respective interests may appear, within a radius of 100' of the premises. Amount of insurance shall equal one hundred percent (100 %) of the replacement cost, All such insurance policies required shall include Owner, its Architect, its General Contractor, & Subcontractors as additional insureds: Except worker's compensation insurance, which shall contain an endorsement waiving all rights of subrogation against the mall, its Architect, its General Contractor, and Subcontractors. Certificates of insurance shall provide that no such insurance coverage shall be canceled or allowed to expire until at least thirty (30) days prior to written notice to the Owner, 10. Conflicts in Drawings and Specifications: A. Bring all conflicts in drawings immediately to the attention of the Architect, whereupon a final decision will be made. Where conflicts or omissions occur, it will be assumed that the Contractor has figured the most expensive method. After signing contract, no increase in price will be allowed for any conflict or omission when the intent (by decision of Architect) is established by the character of the project. B. Do not scale the drawings for dimensional information. Should a dimension be missing or in conflict, contact the Architect immediately. 11. Substitutions: The General Contractor shall notify the Architect within ten (10) days from start of construction of all proposed substitutions due to procurement difficulties. Failure to do so will result in the General or subcontractor being held responsible for any additional costs necessary to obtain the product as specified, including air freight premium charges, and maintain the construction schedule. For a substitution to be considered, the Contractor will submit complete data, including samples, to the Architect for review. 12. Not applicable this job. 13. Sequence of Construction: Use any sequence of construction, subject to the mall's restrictions, compatible to meet the construction schedule. 14. On -Site Telephone /Fax: The General Contractor is required to maintain an on- site telephone /fax for the use of all parties having any legal responsibility for any portion of the work. All users shall reimburse the General Contractor for all long- distance use. With the exception of such use, all costs for installation, maintenance, operation, and removal of this telephone are the responsibility of the General Contractor. The telephone will remain connected until final completion or the store telephone is installed. 15. Owner Occupancy The Owner reserves the right to take initial occupancy of the building as scheduled, particularly with regard to delivery and installation of store fixtures and merchandise. Depending on the progress of the work, this may or may not create some inconvenience. Claims for time delays and /or extra costs due to such inconveniences will not be allowed. 16. Project Close -Out: A. Final Cleaning: Clean in accordance with excellent housekeeping practices. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels and other foreign materials from sight - exposed surfaces. Wash and shine storefront glazing. Polish glossy surfaces to shine clearly. Clean and vacuum all carpets. Entire store to be hand - dusted. B. General Contractor is to cover all display windows with kraft paper after barricade has been token down. C. Operations and Maintenance Data: (1) Materials and Maintenance Manuals: Furnish two (2) final copies of "Materials Manual ". Deliver final copies to Owner at time of final acceptance. Manuals to include materials as listed below and to include maintenance instructions where noted. Bind finished copies in hardbound black covers, with label to include project name, Owner, architect, contractor and date of completion. Include index and tabbed dividers between categories. Manuals to include: (2) (3) (4) (a) (a) (f) (g) (I) Name of supplier Hardware to include maintenance instructions for locksets, closers and special tools required. HVAC equipment to include maintenance instructions and parts list. Paint, list of manufacturer's type, brand, local supplier and formula if special mixed. Electrical equipment to include operation instructions and fixture list. When necessary, furnish supplemental drawings to show operation and servicing or maintenance points. Bind finished copies in manual. Operation of Equipment: Lubrication: Lubricate operating equipment in strict accordance with manufacturer's instructions. Provide oil, grease and other materials and methods required for proper preparation equipment and satisfactory operation. (b) Start -Up: Start -up all equipment and test run for sufficient period to demonstrate operation and capacity of equipment. Adjust for proper operation prior to Owner's acceptance. Instruction of Owner's Personnel: Operation Instructions: Conduct instructional meetings for Owner's representatives and personnel following completion and initial operation of equipment and systems. Maintenance Instructions: Demonstrate and instruct Owner's personnel in the proper maintenance of all incorporated materials and equipment. Extra Stock: Turn over extra stock and spare ports specified in technical sections to Owner's representative. Store where directed. Owner's Occupancy Should the Owner occupy project prior to its acceptance, insurance coverage of Contractor shall be continued in force until one hundred percent (100 %) final acceptance of project; then canceled only after thirty (30) days registered mail notice to the Owner. Checklist and Close -Out Procedure: Owner to provide final punchlist to the Contractor, indicating work that shall be corrected or completed. (b) Entire project shall be one hundred percent (100 %) in every detail before final acceptance inspection. Submit written certification that work is one hundred percent (100 %) complete and in strict accordance with plans, specifications, addenda, change orders and punchlist. Provide two (2) copies each to Owner of waivers of liens from all major suppliers and all subcontractors indicating payment in full for all labor and /or materials. Reproducible project record documents (as- builts). (1) The Contractor and the subcontractors shall maintain, at the job site, current, accurate marked -up prints indicating the "as-built" conditions of the representative work. At the conclusion of the job, all such marked -up prints shall be turned over to the Contractor for transferal of all information to one master set of reproducible mylar prints of the job. These mylars may not be electrostatic reproductions or sepia mylars. Plotted or photo wash -offs are acceptable, as are originals. The Contractor shall sign the master set attesting to the accuracy of the installed work as shown on this set. The General Contractor shall provide and pay for the set of mylar reproducibles of the contract drawings. Sepias are not acceptable. Completely signed off permit inspection reports. Certificate of occupancy issued by local building authorities. Original left with store, forward copy to Owner. (h) Mechanical balance reports by independent agent. Signed guarantees stating that the work under guarantee was installed in accordance with the contract documents, and that the work will be free from defects in workmanship and materials for a minimum of one year (specify time frame), and that all defects will be promptly repaired without additional cost to the Owner. (j) Contractor's affidavit from the mall that states all defects have been repaired without additional cost to the Owner. (k) Provide Owner with inventory and location of all extra F.O.I.C. items. Provide Architect with: one piece of left over carpet scraps - min. size ," x 24 - max. size ;6" x 36" slate of cuts min. 3 x 12 max. 12 x 12 (Qty. 1) wood floor of puts (finished w /rest of floor) min. length 12 max. 24" (Qty. 3) (I) DIVISION 2 - SITE WORK Section 02090 - Building Alterations 1. General: A. B. 2. Products: A. Materials and Construction: materials and construction for patching of altered, cut, or removed construction are not specified. Provide materials and construction for patching and /or new construction as required to repair, replace, or otherwise finish or refinish altered construction to match existing material and construction.. 3. Execution: Protection: perform all work in accordance with ANSI A10.6; protect personnel and those portions of the existing building and areas which are to remain. Leave areas, structures, and other construction to remain in same condition as found. Existing conditions: visit site and verify requirements as necessary to accommodate alterations. Make arrangements far visit with Landlord and visit site at his /her convenience. A. Patching and Repair: at altered construction, repair cut edges, repair cut edges, replace construction and fit new to existing construction as required to match and mate with existing work. smooth, even, and practically invisible. Where new paint or other finishes are joined, carry to nearest break in surfaces, as required for neat finished appearance. B. Disposal: the Contractor is responsible for removal, hauling, and disposal of all debris on a daily basis. DIVISION 3 -- CONCRETE 1. Section 03650 - Concrete Patch General A. Concrete patch work as required. Fill abandoned electric "J" boxes, cracks, any holes greater than 1/2 ", and depressed slab areas. Level all existing construction joints. 2. Products: A. Cement: ASTM C -150, Low Alkali B. Aggregates: ASTM C -33 C. Mesh: ASTM A -185 D. Water: Potable E. Latex Patch: RAECO -LITH "R -25" 3. Installation: A. Strength: 2,500 PSI minimum. B. Curing: keep wet not less than twenty -four (24) hours: moist not less than seven (7) days with plastic film covering. C. Slab finishes: tamp to distribute concrete and then float and trowel to smooth surface. Finish floor shall be level and flat to within 1/8" to 10' and not exceed 1/2" from the highest point to the lowest point over the entire surface. D. Bonding: bond all new work to old by thoroughly cleaning old work and applying an approved concrete bonding agent evenly to the interfacing surface in accordance with manufacturer's instructions. DIVISION 6 - WOOD AND PLASTICS Section 06200 - Carpentry General: Included, but not limited to: A. Rough carpentry including any wood studs, furring, blocking, grounds, rough frames, wood curbs, bucks, nailers, backing, fixture framing, equipment supports, etc., as detailed. B. Finish carpentry to include installation of all fixtures and all associated trim hardware and stair nosings. C. Standards: (1) Finish Carpentry: Material fabrication and /or installation of work covered in this section shall be in conformance with the Architectural Woodwork institute (AWI) "custom grade" of the architectural woodwork quality standards ", except as modified. (2) Wood framing members: U.S. Product Standards (PS) - P.S. 20 for western lumber. (3) D. Work Included: (1) Furnish, install and erect all lumber, millwork, rough hardware, nails and miscellaneous materials. The work under this section 2. Products: A. Framing Lumber: P.S. 20, S4S, 19 percent (19 %) maximum moisture content. (1) Studs: No. 3 or better. (2) Joists: No. 2 or better. B. Plywood: (1) Concealed sheathing: APA Rated, Exposure I, unless indicated otherwise. (2) Finish panels: A/D pine face, veneer core, rotary cut, random match C. Finish Wood: (1) Transparent Finish: as shown on drawings. (2) Painted wood: Yellow Poplar. D. Woods: all wood shall be sound, flat, straight, well - seasoned, thoroughly dry and free from structural defects. Warped or twisted wood shall not be used. 3. Installation: A. Finish Carpentry Installation: as a minimum requirement, comply with standards for custom grade of the manual of millwork, of the Architectural Wood work Institute. Finish woodwork shall be smoothly dressed and machine sanded to an even, smooth surface prior to erection. Finish free from open joints, hammer, and machine marks, structural defects, and surface blemishes. Wherever practical, conceal means of fastening. Where surface nailing is unavoidable, neatly set nails for putty stopping. Kerf backs of members more than 5" wide and 1" nominal thickness; ease all external corners. All running trim to be one (1) piece up to 10' -0 ". Match groin and color piece to piece. B. C. D. E. Section 06240 - Plastic Laminate: General: A. Furnish all necessary materials, labor and equipment for the complete installation of laminated plastic as shown on the drawings and specified herein. 2. Products: Plywood: U.S. Product Standards (PS) - PS1 -74 construction and industrial plywood. includes the necessary framing required for the proper installation of work of other trades, including wallboard, toilet accessories, merchandising fixtures, etc. All millwork shall be backprimed and protected against dampness. All finish materials shall be on -site for a minimum of 48 hours to allow them to be preconditioned All wood surfaces to be set against masonry and /or concealed after erection shall be given a heavy coat of sealer. All wood framing in contact with concrete to be pressure treated. A. General Purpose Grade: Brand as specified on drawings, nominal thickness 0.050" for application where specified on drawings and as required for both vertical and horizontal locations. Colors as specified on drawings. Note: Adhesive for laminated plastic, refer to specification section 09990. 3. Installation: A. B. All finish materials shall be brought into installation area and allowed to precondition for 48 hours or more. High pressure plastic laminate to be trimmed with router equipped with edge trimmer. Use backer sheet on unexposed face of plastic laminated counters and shelves. DIVISION 7 - THERMAL AND MOISTURE PROTECTION Section 07200 - Insulation General: A. Provide acoustical insulation for walls and ceilings at toilet rooms only. Unless otherwise noted. B. Provide thermal insulation at exterior walls and roof per code. C. Fire Performance Characteristics: provide insulation materials which are identical to those whose fire performance characteristics, as listed for each material or assembly of which insulation is a part, have been determined by testing, per methods indicated below, by UL or other testing and inspecting agency acceptable to authorities having jurisdiction. (1) Surface burning characteristics: ASTM E 84. (2) Fire resistance ratings: ASTM E 119. (3) Combustion characteristics: ASTM E 136. D. General protection: protect insulations from physical damage and from becoming wet, soiled, or covered with ice or snow. Comply with manufacturer's recommendations for handling, storage and protection during installation. Products: A. Acoustic: provide thicknesses to fill wall stud cavity, and 6" on ceiling. B. Thermal: provide thicknesses as necessary to meet required values. C. Owens- Corning "Noise Barrier Batt" or equal. Provide miscellaneous and accessory material, methods, and equipment as required to complete insulation work. D. Owens- Corning Fiberglass Batt Insulation with Kraft paper face under finished wall surfaces and with foil faces at unfinished exterior walls above ceiling and at underside of roof. E. Rigid insulation may be used at exterior walls and roof in lieu of fiberglass batts. F. Roof insulation may be above or below roof deck. Installation: A. B. Section 07900 - Sealants General: A. 2. Products: A. 3. Installation: General: A . B. C. D. 2. Products: C. D. E. Install batts between framing members, fitting tightly to adjacent framing. Provide clips where space in partition or wall is deeper than thickness of insulation. Provide sealant and backing materials for the sealing of joints in construction. Where installed in visible locations, provide in custom colors as approved to match adjacent surfaces. Acoustical sealant: non - hardening, non - drying synthetic rubber sealing compound with minimum ninety percent (90 %) solids. Use at all interior joints at intersections between planes around door and window frames. B. Primer: made or recommended by sealant manufacturer for the conditions and substrates of the application. C. Backing material: expanded, closed cell polyethylene: Applied Extrusion Technology (AET) "Softrod," or approved equal. A. Mix and apply sealant materials in strict accordance with manufacturer's instructions. clean joints and surfaces free from dirt, dust, and any other contaminants affecting bond of sealant material, mask around joints to protect adjacent surfaces. Prime contact surfaces, install backing in joint to provide proper depth for sealant. Apply sealant over backing to uniform thickness in continuous beads, filling all joints and voids solid: superficial painting with skim beam will not be accepted. After application, tool surface to achieve complete adhesion and contact leave surface of sealant slightly concave, upon completion, remove and dispose of masking materials and clean surfaces. DIVISION 8 - DOORS AND WINDOWS Section 08210 - Wood Doors Provide & install wood doors as indicated on drawings. Standards: in accordance with requirements of NWMA 1.5.1. Protection: (1) Guarantee: (1) (3� Protect all doors against dampness. Store on site in a dry, well - ventilated room, stacking off the floor. Doors shall not be subject to extremes of humidity or temperature. Contractor shall provide heat in rooms where wood doors are stored during cold or humid weather. Doors shall be retained in their unopened cartons until ready for installation. Doors to be guaranteed by the manufacturer, agreeing to repair or replace any defective doors which warp, bow, cup, twist or which show photographing of of construction below in face veneers. A. Wood Doors: shall be of design size and type shown on drawings' Construct per NWMA I.S.1.1 and 1.5.1.2 and WIC Section 20 for cu grade door, edge banding and face veneers shall be clear finish grade. B. All wood frames and trim shall be custom grade as defined by the W.I.C. unless otherwise noted detailed, or approved. 3, Installation: A. Obtain templates from hardware manufacturer and confirm type, location, and special requirements of hardware for each door prior to cutting. Hang doors scheduled on drawings in accurate locations as indicated. Where doors are prefinished before hanging, exercise care to protect finishes from damage during hanging. Hang doors to 1/8" clearance at tops and 3/8" clearance at bottom, unless specifically noted for "undercuts" or other deviations in fit. Verify clearances required for carpeting. Hang pairs of doors as specified with a 3/32" clearance at meeting edges. B. Finish schedule specified on door occurs on both sides of door and frame unless otherwise noted or detailed. Section 08710 - Finish Hardware 1. General: A. Finish and specialty hardware includes all accessories, tools, and fasteners required for hardware installation and maintenance. Items not specifically mentioned, but necessary to complete the work, shall be furnished matching in quality and finish of specified items in similar locations. B. Qualifications: Contractor is responsible for the proper application and fit of all finish and specialty hardware in locations as indicated on drawings or as specified. Coordinate dimensions between hardware items where the installation of any items affects the operation or installation of another item Codes: materials and work shall conform to the governing building code. In case of conflict between these specifications, the reference specifications, and the building code, the mare stringent shall govern. Fire -rated openings: provide hardware for fire -rated openings in compliance with requirements of NFPA 80, This requirement takes precedence over other requirements for such hardware. Keying: (1) Contractor must turn over all construction keys to the Owner at the completion of the work. All cylinders shall be keyed individually and masterkeyed. Two keys for each lock and two master keys shall be furnished and delivered to Owner. The keys shall be new and the locks they control shall not have been used by the contractor during construction. 2. Products: A Materials: (1) All doors shall have a minimum of 1 -1/2 pairs of butt hinges, one latch set or lock set, and one door stop,to meet A.D.A. requirements. See drawings specifications and additional requirements. (2) All hardware shall be commercial grade. (3) Closers as indicated. (4) Doorstops to prevent knobs from hitting walls, 3. Installation: D. H. B. Hardware schedule: See Sheet A -1 A. Install each hardware item in accordance with the manufacturer's instructions and recommendations. Wherever cutting and fitting is required to install hardware onto or into surfaces which are later to be painted or otherwise finished, install each item completely, then remove and store during application of finishes. Reinstall upon completion of finishing operations. Space fasteners and anchorages as indicated or in accordance with industry standards. B. Mounting heights: heights given are center line heights up from finish floor unless states; heights given "number to number" indicate that all shall be at one height within limits given. (1) Bottom hinge - 10 to 13 inches. (2) Top hinge - 6 to 8 inches down from head. (3) Intermediate hinges - equally spaced. (4) Door knob - 36 to 40 -5/16 inches. (5) Deadlocks - 54 to 60 inches. (6) Door pull and push bars - 42 to 45 inches. (7) Deadbolts - same as top and bottom hinges, not on face visible on display window. Section 08800 - Glazing General: A. Section Includes: (1) Monolithic glass. (2) Glazing sealants. (3) Glazing accessories. B. Types of work in this section include work for: (1) Mirrors. 2. Products: A. General: where safety glazing is required by governing authorities, provide certified safety glazing. B. Mirrors: provide as indicated on drawings at sales and fitting rooms. All exposed edges to be polished. C. Mirror 1/4" polished plate glass mirror electrolytically copper plated back. guaranteed against silver spoilage minimum ten (10) years. 3. 3. Installation: A. Comply with recommendations for installation contained in the FGMA "Glazing Manual" and "Sealant Manual" except when specifically not recommended or prohibited by the glass or glazing material manufacturer; comply with manufacturer's recommendations. B. Cut glass to accurate sizes and shapes as indicated on drawings, allow edge clearances and tolerances in accordance with FGMA recommendations, unless otherwise indicated. Cleanup: upon completion, remove all excess sealant and materials from surfaces: wash and clean all glazing and framing members. Installation Materials - General: Select products which have appropriate performance characteristics as recommended by glass and glazing materials manufacturers and which are compatible with all materials with which they will come into contact. Ceiling seismic bracing: provide framing for suspended ceilings with seismic bracing in accordance with requirements of applicable codes and as shown on drawings. Use acoustical sealant around all pipes, ducts, conduits, outlets, switches, etc., on both sides of crossing /penetrating walls with thermal or acoustic insulation. Penetrations of fire -rated walls shall be protected by applicable fire-rated assemblies. CARsTOYS A better way to go: 16935 Southcenter Parkway Tukwila, WA 98188 smith co. '1725 westlake ave. n. suite 210 seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith @smithco.org http : / /www.smithco.org/ Consultant Consultant Registration Issues and Revisions No. Date 1 04.15.08 2 05.21.08 3 06.10.08 6294 Issues By Check PERv11T OWNER REV CONSTRUCTION SET Project Name CARTOYS SOUTHCENTER Architect Registration REGISTERED ARCHITECT KEITH L. SMITH STATE OF WASHINGTON KLS KLS KLS REVIEWED FOR CODE COMPLIANCE APPROVED JUL 16 2009 City of Tukwila BUILDING DIVISION RECEIVED g JUL 10 2009 PERMIT CENTER Project Number 02008018,00 Description SPECIFICATI ❑NS Computer File CW05- 2008- SP101,DWG Scale AS NOTED Template 4.3 (120101) All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. IIc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. IIc. SP1.01 3.3 GE \ERAL SP J. Finish according to the referenced standards. Smooth finish throughout, unless noted otherwise. K. Installation of drywall trim accessories: (1) General: where feasible, use the same fasteners to anchor trim accessory flanges as required to fasten gypsum board to the supports. Install corner beads at external corners. Install metal edge trim whenever edge of gypsum board would otherwise be exposed or semi - exposed, and except where plastic trim is indicated. Provide type with face flange to receive joint compound except where "U" bead (semi - finishing type) is indicated. L. Finishing drywall: (1) General: apply joint treatment at gypsum board joints (both directions), flanges of corner bead, edge trim. and control joints; penetrations; fastener heads, surface defects and elsewhere as required to prepare work for decoration. (2) Finish interior gypsum wallboard by applying the following joint compounds in 3 coats. Sand between coats and after last coat: (a) Embedding and first coat: ready -mix drying -type taping compound. (b) Fill (second) coat: ready -mix drying -type topping compound. (c) Finish (third) coat: ready -mix drying -type topping compound. Section 09100 - Metal Support Systems 1. General: 1.1 Summary. A. Section Includes: Provide lightgage metal framing for ceilings, walls, soffits, and wall furring where shown on drawings and scheduled to receive finish materials specified elsewhere. B. Related Sections: For gypsum wallboard, see 09250. For suspension members for acoustical ceilings, see 09250. For insulation between studs, see 07210. C. Substitutions: Substitute products will be considered only under the terms and conditions of Section 01600. 1.2 Quality Assurance: A. Allowable tolerances: Provide framing fabricated and erected to conform with the following allowable tolerances. B. Partition framing: Plumb and located within plus or minus 1/4 -inch of required locations. C. Ceiling framing: Level within 1/8 -inch in 10 feet and erected so that deflection of any component does not exceed 1/360 of its span after installation of all finish materials and equipment. 1.3 Delivery, Handling and Storage: A. Delivery and Handling: All materials shall be delivered to the job site in their original, unopened containers or bundles. Store materials in a place providing protection from damage and exposure to the elements. Containers shall bear manufacturer's name and brand. Damaged or deteriorated materials shall be rejected and removed from the job site. 2. Products: 2.1 Materials: A. Metal Studs: Channel type, formed from minimum 25 gage steel with a minimum yield of 33,000 psi, conforming to ASTM C645 or A446, Grade A. Studs shall be designed to receive self- tapping screws and shall have punched opening in webs to facilitate pipe and conduit installation. Size of studs to be as indicated on the drawings. B. Provide standard related accessories, such as floor and ceiling runners, fasteners and the like. of same manufacturer as stud, as required to make complete and proper installation. Runners (tracks) shall be channel type of same gage as scheduled for studs and be sized for friction fit to studs. Top track when set into relieving channel shall have 2 inch long legs. C. Studs and runners shall have manufacturer's standard zinc protective coating or be rolled- formed from galvanized steel. D. Relieving channels shall be formed from minimum 16 gage steel meeting the requirements of ASTM A570 with a minimum yield of 3,000 psi; channels shall be unpunched type. E. Ceiling and Soffit Framing: Provide the following materials for ceiling and soffit framing: 1. Cold rolled channels: Cold rolled steel channels, not less than 16 gage; sizes as indicated or as required. 2. "Hat" shaped furring channels: Rolled hat shaped channels, minimum 25 gage; conforming with requirements of ASTM C645; 7/8 -inch deep with 1/2 -inch hemmed edges. 3. Tie wire: Galvanized annealed steel wire. not less than 16 gage. 4, Hangers: Galvanized annealed steel wire; gages in accordance with SBC for weight and area of support. F. "Zee" shaped Furring Channels: Furring channels shall be "zee" shaped, 1 inch by 2 inches by 1 inch nominal in size; channels shall be formed from 14 gage galvanized steel. G. Screws: Products of, or as recommended by the stud manufacturer. 1. Studs -to- runners: 3/8" inch Type S Pan Head. 2. Furring channels to studs: 3/8 inch Type S 12 Pan Head. 3. Furring channels and other metal members to structural studs: 3/8 inch TEK Type screws. H, Accessories: Provide all incidental and accessory materials required for erection of framing systems, including anchors, fasteners and clips as required by referenced ASTM standards. I. Powder Driven Fasteners: Low velocity drive pins; Ramset Fastening Systems "1500 Series Drive Pin Fasteners "; minimum 9/64 inch diameter shank; length of pin shall provide minimum 1 -1/4 inch penetration in concrete or greater as detailed. Hilti, Inc. "ON Medium Duty Pins" are an approved equal. 2.2 Special Features: A. Wall Anchor Strips: Custom fabricated channel shaped strip for support of wall -hung cabinets and equipment; fabricate F. from steel to match other framing; not less than 18 -gage material; cut flanges as necessary for passage over framing members. Drill pilot holes for self- tapping sheet metal screws. Provide in wall or partition framing system wherever wall - hung cabinets and equipment are indicated on drawings and where required for mounting of miscellaneous items requiring backing. B. Jack Studs: Provide studs between bottom track and window and or relite sills, between lintels and headers and top track, and elsewhere as required for support of attached materials and equipment. C. Blocking: Provide blocking in framing for all wall mounted finish hardware and equipment, including door stops. 2.3 Related Materials: A. Insulation: Insulation for closing of metal deck flutes above all interior partitions and between receiving channel and top runner where partitions extend to metal deck shall be U.S.G. "Thermafiber Sating Insulation ", having a minimum density of 4 pounds per cubic foot. B. Acoustical Sealant Tape: Acoustical sealant tape for underside of floor runner tracks as herein specified shall be Norton "Norseal Acoustical Sealant V -738 ", Nashua Corporation "Acoustical Tape ", or approved equal. Tape to be 1 inch wide by 1/4 inch thick. 3.4 3. Execution: 3.1 Inspection: A. B. C. (2) (3) 3.2 Installation of Interior Partition Studs: CIEICATIO \S Examine supporting structure and conditions under which studs will be installed. Correct conditions detrimental to proper installation. Installation constitutes acceptance of responsibility for performance. A. General: Installation of interior partition studs shall be in accordance with SBC, ASTM C754 and as specified herein. B. Runner Tracks: Floor and ceiling runner tracks shall aligned to the partition layout. Secure tracks as recommended by the stud manufacturer, fastener spacing not to exceed 24 inches on center and within 2 inches on ends. Provide fasteners at all corners and ends of runner tracks. Fasteners shall be spaced a minimum of 3 inches from the edge of slob or corner. C. Secure bottom tracks to concrete with powder- driven fasteners. D. At metal deck and at bottom of beams, top track shall be placed within relieving channels. Top track shall not be secured to relieving channels; allow for a minimum of 1/2 inch movement. Space above top track shall be filled with safing H. insulation at rated partitions as previously specified. Relieving channels shall be secured to metal deck with self- tapping screws spaced not to exceed 24 inches on center. E. Where partitions are parallel to steel beams, attach "zee" shaped furring channel to beam using powder driven fasteners. I. Relieving channels shall be secured to "zee" shaped furring channel with self- tapping screws, spaced not to exceed 24 inches on center insulation at rated partitions as previously specified. Relieving channels shall be secured to metal deck with self - tapping screws spaced not to exceed 24 inches on center. F. Prior to attachment of floor runner tracks at partitions scheduled to receive sound insulation, apply two (2) continuous strips of specified sealant tape to bottom side of track. Strips shall be placed on outside edges. G. Studs: Set studs vertically in runners, spaced not to exceed 16 inches on center, unless otherwise indicated on the drawings. Use full length studs between runner tracks, cut 1/2 inch short of total height when partitions run full height and separate attachment relieving channels are used. Friction fit studs to runner tracks by positioning and rotating into place. Provide i positive attoc e t to runner tracks for studs located at partition corners and intersections and adjacent to openings using 3/8 inch self- topping screws on both stud flanges. All remaining studs shall be crimped into place both top and bottom. If compensating flex track is used at head, all studs shall be secured with screws along top using 3/8 inch self-tapping screws on both stud flanges. 1. Provide double studs at each side of door or other wall openings and at partition ends. Structural studs adjacent to door and relite openings shall be provided under this section. 2. Studs to be located adjacent to all door jambs, abutting partitions, partition corners, relite corners, relite openings, and E. other construction. Studs shall be securely anchored to the jamb anchor clips of each door frame and relite frame by using two (2) self- tapping screws or bolts per clip. Over metal door and relite frames, a cut to length section of the runner track with web flange bend at each end, shall be placed horizontally and securely attached to the adjacent vertical studs. A cut to length stud shall be positioned at the location of vertical joints over the door or relite frame header extending to the top runner. F. 3. Provide rough framing of openings using full length studs adjacent to jambs and horizontal head and sill tracks. Cut horizontal tracks to length, split flanges and bend webs at ends for flange overlays and screw attach to jamb studs. Install cut to length, intermediate studs between jamb studs at head and sill sections at same spacing as full length studs. 4, Where studs cannot run to underside of construction above due to equipment or ductwork, provide built -up headers consisting G. of runner tracks and studs spanning the distance. H. Furnish and install all required material for closing of metal deck flutes above all interior partitions where partitions extend to metal deck. Fill flute opening with specified safing insulation. Installation of Suspended Ceilings /Soffits: A. General: Erect all components in accurate locations as indicated. true to line, level and plumb and in accordance with applicable ASTM standards referenced herein; adjust supports, spans or otherwise for installation within specified tolerances. B. Hangers shall be secured to steel reinforcement, embedded in concrete or secured with inserts to the structure above in a manner which will develop full hanger strength. Attachment of vertical hanger wires and horizontal restraint wires to structure shall be as detailed on the drawings. C. Provide additional hanger wires at all four corners of light fixtures, at the midspan of cross furring adjacent to light fixtures, and at the cut end of cross furring longer than 23 inches which abut walls. D. No, 9 gage hangers may not support more than 12.5 sq. ft. of ceiling area, No. 8 gage hangers may not support more than 16 sq. ft. of ceiling area, when ceilings weigh not more than 10 psf. Contractor shall install required hangers to support ceiling and any additional weight supported by the ceiling. E. Main runners: Main runners shall be supported directly from hanger wires spaced not to exceed 4 feet on center. Cross furring shall be Installed perpendicular to main runners and spaced at 16 inches on center. F. Provide trapeze or other supplementary support members at obstructions to maintain hanger spacing. Provide additional hangers, struts or braces as required at all ceiling breaks, soffits or discontinuous areas. G. Furring channels installed at 16 inches on center shall be wire tied to the main runners with saddle ties of two strands of 16 gage tie wire Installation of Wall Furring Channels: A. General: Metal "hat" shaped furring channels shall be spaced not to exceed 24 inches on center vertically or horizontally and attached with concrete stub nails or powder - driven fasteners. Fasteners shall be spaced not to exceed 24 inches on center staggered on opposite flanges. End splices shall be provided by nesting channels not less than 8 inches and anchoring with two (2) screws in each flange. Furring channels shall be shimmed as required to provide a plumb finished wall board face. DIVISION 9 - FINISHES Section 09250 - Gypsum Drywall and Metal Studs: 3. General: A. Includes necessary materials, labor and accessories for the installation of gypsum drywall to wood framing where shown in the contract documents. B. Comply with the following standards: (1) ASTM C36 -64A, specification for gypsum wall board. (2) ASTM C475 -61, specification for joint treatment materials for gypsum wall board. C. Store materials inside under cover and keep them dry and protected against damage from weather, construction traffic and other causes, Neatly stack gypsum boards flat to prevent sagging. 2. Products: A. Gypsum wall board: tapered edge sheet conforming to ASTM C36, 5/8" thickness unless noted otherwise. Use type "W /R," conforming to ASTM C38, where required by code and at all toilet rooms and behind all ce- ramic tile and masonry veneer, unless noted otherwise. B. Joint reinforcing tape, adhesive, and metal corner reinforcement: standard products recommended by the manufacturer of the gypsum wall board used in the work. C. Fasteners: self - drilling, self- tapping, countersunk bugle head drywall screws, for attachment of wallboard to wood studs. D. Beadex trim is specified as a standard for approval. Provide galvanized steel laminated with paper trim designed for concealed metal and for application without mechanical fastening. Use Beadex "No. B -1" for outside corners. Provide right angle trim with paper surface to receive cement. Use Beadex "No. B -4" for exposed edges. Provide L- shaped trim with paper surface to receive cement: size to suit wall board thickness. E. For edges abutting dissimilar materials: Beadex "Premask B -4," or approved. Provide L- shaped trim with paper surface to receive cement and factory applied masking size to suit wall board thickness. F. For control joints: U.S. Gypsum "No. 093" or approved. Provide roll-formed zinc trim with tape - protected 1/4" opening, 7/18" deep. Installation: A. B. C. D. E. G. Section 09300 - Tile 1. General: A. Section Includes: (1) Glazed quarry tile. (2) Unglazed quarry tile. B. Extra Materials: Furnish not less than five percent of total product installed maintenance stock for each type, C. color, pattern, and size of tile product installed. 2. Products: A. B. C. D. E. F. G. 1 Installation: A. B. C. D. (3) ASTM C840 -49, specification for the application and finishing of gypsum wall board. Install wall studs at 16" o.c. unless noted otherwise. Install ceiling supports at 24" o.c., unless noted otherwise. Install furring channels at 24" o.c. perpendicular to the main supports. Install wall board in maximum -size panels. At fire rated walls and ceilings, attach to framing per drawing details. Elsewhere (typically), attach to wall framing members with long edges vertical, using 1 -1/2" long screw fasteners a maximum of 12" ac. in the field and 8" ac. on the edges over framing members. Support all edges with framing or blocking. Attach to ceiling and soffits with long edges perpendicular to supports; position ends over supports and stagger in adjacent rows, use 1 -1/2" long screws at 12" ac. in the field and 8" o.c. along edges supported on framing members. Contractor shall provide and locate access panels as required after installation of mechanical ducts, plumbing, and electrical work, fire rated if required. Provide blocking behind all signs, fixtures, etc. where indicated or required. 9 9 etc., 9 Extend all soffit framing to structure above, diagonally brace as necessary or required. Colors, Textures, and Patterns, Tile, Grout, and Other Products: Match colors indicated or as scheduled on drawings. Unglazed Quarry Tile: Square -edged flat tile: (1) Manufacturer: Per finish schedule. (2) Slip resistance: per ADA code for stair treads and for floors. Glazed Quarry Tile: Squared -edged flat tile. (1) Manufacturer: Per finish schedule. (2) Trim units: Match color and finish of adjacent flat tile: a. Shapes and sizes: Manufacturer's standard, as indicated; coordinated with indicated size and b. coursing of adjacent flat tile, where applicable: 1) Bullnose. Portland Cement Mortar Installation Materials: ANSI A108.1. (1) Metal lath: Diamond mesh. ASTM C 847: a. Interior applications: Uncoated steel sheet painted after lath fabrication. or zinc - coated (galvanized) steel sheet. b. Exterior applications: Zinc - coated (galvanized) steel sheet. c. Weight. 3.4 pounds per square yard. Organic Adhesive: ANSI A136.1 for Type I and Type II, as each applies to the indicated installation. Sand- Portland Cement Grout: ANSI A108.10. Edge strips, brass with 1/8 inch wide exposed edge, and means for securing strip to substrate. Filler for Tile: Proprietary compound designed for filling unglazed tile to prevent staining. (1) Ceramaseal Silox -8 (2) Miraseal Porous Plus Tile Cleaner: Product specifically acceptable to tile manufacturer and grout manufacturer for application indicated and as recommended by National Tile Promotion Federation or Ceramic Tile Institute. Tile Installation Standard: ANSI A108 series, for setting and grouting materials listed. Installation Methods: Comply with TCA "Handbook for Ceramic Tile Installation" for type of applications indicated. Edge Strips: Install where indicated and where exposed edge of tile meets other finishes flush with top of tile. Interior Floor, Thin -Bed: (1) Tile: Unglazed quarry. (2) Installation method: a. Concrete or plywood subfloor: b. Bond coat: Organic adhesive, (3) Grout: Sand - portland cement, 1/4" (3) TCA F116. ANSI A108.4. width joints. Interior Wall, Thin -Bed: (1) Tile: Glazed quarry. (2) Installation method: a. Gypsum board on studs: TCA W242. b Adhesive: Organic adhesive, ANSI A108.4. Grout: Sand - portland cement, 1/8" width joints. Clean tile surfaces after installation is complete. (1) Tile filler: Clean and dry tile before applying filler. Apply filler at rate and by method recommended by filler manufacturer to achieve complete coverage and a uniform color over entire tile area. (2) Slip resistance: fillers and sealants not to reduce slip resistance below code minimum. Protection: Apply neutral protective cleaner to tile after installation if recommended by tile manufacturer. Overlay completed tile installation with kraft paper for protection from subsequent construction activities. Section 09500 - Acoustical Ceilings 1. General: A. A ceiling tile, ceiling grid and all accessories as required to install suspended acoustical ceilings as indicated on drawings. B. B. Codes and standards: ASTM C -635, standard specification for metal suspension systems for acoustical tile C and panel ceilings. ASTM C -636. standard recommended practice for installation of metal ceiling suspension systems for acoustical and lay -in panels. 2. Products: A. As identified on material schedule in drawings. Installation: A. Ceiling heights noted on reflected ceiling plan are from high point of finish floor to finish ceiling or acoustical tile face, unless noted otherwise. B. Secure hangers to structural steel and framing members using metal clips designed for this purpose. Loop and wire typing directly to members is acceptable. Avoid contact with ducts, pipes, etc. Splay only when impossible to install hangers plumb to suspension system. C. Secure main runners to hangers 48" o.c. and not more than 6" from ends. Level (not more than 1/8" in 12' -0 ") with hangers taut to prevent displacement under load. Hangers shall not be kinked or bent, D. Provide additional hangers as needed at light fixture locations. E. Install perimeter moulding at junction of ceiling and vertical surfaces. Secure to framing in wall 16" ac. and not more than 3" from ends. Use lead shield anchors, toggle bolts, or bugle head screws depending on wall condition. Miter cut all corners. Install level (not more than 1/8" in 12' -0 "). F. Cut panels accurately as required to fit non- standard grid openings. Section 09650 - Resilient Flooring General: Provide vinyl composition tile, vinyl sheet flooring, linoleum tile, or linoleum sheet flooring, and rubber base as indicated on drawings. Maintenance materials: in addition to materials required for completion of the work, furnish one (1) roll for each 5.000 square feet installed; one (1) box tile and twelve (12) linear feet base for each color installed. Products: VCT: minimum 1/8" thick 12" x 12" commercial grade. Color and manufacturer as indicated on drawings. Sheet vinyl: color and manufacturer as indicated on drawings. D. Linoleum sheet: minimum 0.080" or 2 mm thick commercial grade. Color and manufacturer as indicated on drawings. Linoleum tile: minimum 1/8" or 3mm thick, 12" x 12" commercial grade. Color and manufacturer as indicated on drawings. E. Rubber base: 1) A minimum of 0.080" thick, top set, height as shown on finish schedule. 2) Coved type to be used at concrete and tile floors. F. Primers, adhesives and sealers: water resistant types made or recommended by the flooring manufacturer for the conditions of the installation. Installation: A. Install all floor covering materials in strict conformance with manufacturer's instructions; install by cementing directly to substrate, unless otherwise specified or indicated. B. Finishing and cleaning: (1) Protect floors from rolling loads for forty -eight (48) hours after initial installation. (2) Initial maintenance after installation: a Sweep or vacuum floor thoroughly. b Damp mop. carefully remove stains, marks, etc. (c) Apply two (2) coats of floor polish. C. Workmanship: (1) Apply smooth mastic where surfaces or substrate to which the resilient materials is to be applied show voids or unevenness. Underlayment shall be compatible with adhesive used. (2) Adhesive for base shall be waterproof type (not soluble in water) as recommended by the flooring manufacturer. (3) Set base in longest available lengths with no pieces less than 12" long except on surfaces less than 12" long. Form in- corners and out - corners in place from lengths as long as practical in accordance with manufacturer's installation instructions. No preformed in and out corners will be permitted. Cut trim and butt joints accurately and tightly against abutting work. Section 09690 - Carpeting General A. Section Includes: 1) Preparation of surfaces to receive carpet. 2) Carpet tile and Accessories on floor surfaces. 3) Accessories. Related Sections (1) Refer to General and Supplementary Conditions for additional information regarding entire carpet installation. B. Delivery. (1) Carpeting shall be delivered to the job site in original boxes with each box having it's register number properly attached, clearly marked as to size, dye lot, quantity, and material. (2) Material shall be stored in an enclosed and dry area protected from damage and soiling. C. Protection Conditions: (1) Floorcovering installation contractor shall visit the site and be responsible for all measurements and job conditions. (2) Before submitting bid, subcontractor and material suppliers examine drawings, these specifications, existing building and conditions. If existing vinyl tile, wood, terrazzo, carpet, or other existing floor finishes or materials are not specified to be removed, but the opinion of the subcontractor and material suppliers is that removal is necessary, the subcontractor shall notify Architect of these conditions in writing and request further o in the opinion of the subcontractor and material suppliers it is necessary to apply instructions, If, n PP Y PP Y floor primers or sealers to new or existing substrates where a primer or sealer has not been specified, the subcontractor shall notify Architect of these conditions in writing and request further instructions D. Warranty (1) Manufacturers Warranty. Face fiber will not wear more than 15 percent within 15 years, and carpet shall carry a 3 year manufacturers warranty. (2) Floor Covering Installation Contractor's Warranty. Submit a certificate guaranteeing the installation to be free of defect in workmanship for a period of one year. The certificate shall include the following statement: Installer shall at his /her own expense and upon written notice from the Owner or his /her representative, promptly correct /replace any and all improper work and material that may become apparent within one year after the date of Substantial Completion, This warranty shall be in addition to and not a limitation of other rights the owner may have against the contractor under the contract documents. Submit certificates in accordance with General and Supplementary Conditions. Antimicrobial shall be warranted to be minimum 95.5% effective for the lifetime of the carpet. (4) E. Overage Material: (1) Provide overage of 5% of five square yards (whichever is greater) of each carpet used by product, color, etc. Installation costs will be based on installed carpet and will not include the overage carpet. Provide owners representative with floor layout plan, coded by area, designating the location of each dye lot /run number style and or top, bottoms left or right sides if carpet tile. The required overage should be provided for each of the aforementioned possible variations that apply and should be delivered in identified manufacturer's packaging with area codes corresponding to those indicated on floor layout plan. Products A. Carpet is Furnished by GC. (1) Carpet specifications per finish schedule. B. Accessories: (1) Subfloor sealers, fillers, primers, and adhesives shall be those which are approved by the manufacturer of the carpet. (2) Vinyl Moldings: Where carpeting terminates at other types of floor finishes provide carpet transition reducer of thickness to match carpet and adjacent material color as selected by owner's representative. Possible manufacturer's are: Mercer, Nora, and Roppe. Resilient Base: See section 09650, Resilient Flooring. Miscellaneous Materials: As recommended by manufacturer of modular carpet and selected by installer to meet project circumstances and requirements. All strippers required for the effective removal of old adhesives from subfloor or other surfaces must be environmentally friendly, product no V.O.C.'s exceeding by federal test standards and should be of the organic type. (i.e. de-solv-it by Orange Sol). (3) (4) C. Special Nate: (1) Prior to ordering products, verify that curing compounds, etc. used on concrete substrate by others are compatible with primers and carpet adhesive specified in this section. Installation A. Execution: (1) Inspect new and existing substrates. Verify suitability of substrates to accept carpet installation. Beginning installation in any given area means acceptance of all surfaces and conditions affecting the work of this area by the floor covering installation contractor. (2) Where primers /sealers are used, their compatibility with adhesive shall be verified prior to starting work. B. Preparation: (1) Perform all substrate preparation procedures in strict accordance with carpet and adhesive Manufacturer's recommendations. Surfaces to receive carpet must be free of dirt, solvents, oil, grease, paint, plaster, moisture, and other substances detrimental to proper performance of adhesive and carpet. Concrete Surfaces: (a) Verify that moisture and alkalinity conditions of the concrete slabs are acceptable before beginning installation. (b) Check to ensure there is no dusting. (c) Grind down ridges or high spots. Fill low spots. (4) Existing vinyl composition tile, ceramic tile, wood and terrazzo floor covering substrates must be clean and free of all adhesives, waxes, finishes, sealers or other contaminants. (a) Existing substrates to receive carpet: Check for any loose boards, tile, etc., and resecure as required. Grind or sand down all high spots. Fill all crocks, faults, grooves, holes, and low spots. Fill as required. Feather out elevation differences of adjoining floor surfaces. Correct any other miscellaneous conditions detrimental to the proper completion of the work. ( ( E. Maintenance Instructions: (1) Furnish owner with carpet manufacturer's recommended carpet extraction and spot cleaning procedures. Provide instruction to owner's maintenance personnel on carpet care and cleaning. Section 09900 - Painting 2. Products: 3. Installation: Section 09986 - Sanitary Wall Covering Panels C. Installation: (1) At the beginning of installation and a minimum of once during the installation and once upon completion of the installation, and inspection shall be made by a representative of the carpet manufacturer to ascertain that the work is being installed according to the manufacturer's published recommendations. Inspector shall be an employee of the manufacturer and not of the contractor, distributor, or manufacturer's agent. Prepare all new and existing substrates and install all carpet and accessories as per manufacturers directions. Carpet shall be installed in strict accordance with manufacturer's written instructions. Carpet tile shall be installed wall to wall except where indicated on the plans. Carpet tile edges shall be installed tightly together to form seams without gaps, fit neatly to walls, columns, register, adjacent flooring, abutting surfaces, etc.. Installation shall be made to job site conditions and from the face of the carpet. Remove adhesive promptly r m p et. Where carpet meets dissimilar floor surface, proper edge moldings shall be used. Install carpet edge moldings where edge of carpet is exposed and at transitions to other floor covering. Edge moldings shall be securely anchored to substrate. D. 4.Cleaning: (1) Upon completion of the installation, remove all waste materials, tools and equipment. (2) Prior to final acceptance, thoroughly vacuum the entire floor surface using commercial vacuums. (3) Remove spots or replace carpet where spats cannot be removed. (4) Provide protection methods and materials needed to ensure that carpeting will be without deterioration or damage at time of substantial completion. General: A. B. C. D. E. F. G. A. A. C. ( (4) (5) (7) General: 2. Products: A. B. C. .3. Preparation: A. B. 4. Installation: A. B. Description: provide paint finishes for building and other surfaces as scheduled on drawings. No paint finish is required on items having complete factory finish, ceiling tiles and walls concealed by merchandise fixtures, except as specified hereto. Paint grilles and diffusers to match adjacent surfaces. No painting is required for insulated piping. Storage: store in dry, clean, well ventilated areas in a manner to prevent damage or fire, and in closed contain- ers. Remove empty containers and paint - soiled or oily rags from the site at the end of each day's work. Environmental Conditions: apply no paint in rain, fog, or mist when the temperature is below 45 F. Ensure proper ventilation during all interior painting. Hardware: ensure that hardware is removed before painting is started and replaced only when paint finishes are thoroughly dry. Fitting, removal, and reinstallation of finish hardware is specified in finish carpentry and millwork sections. Coats: the number of coats specified is the minimum number acceptable. If full, even coverage is not obtained with the specified number of coats, apply - -at no extra cost- -such coats as are necessary to produce the required finish, as approved by the Owner. Maintenance Materials: in addition to materials required for completion of the work, furnish one (1) gallon of each color and /or material of finish required for wall finish and one (1) quart of each color and /or finish used on other surfaces. Deliver to Owner prior to acceptance of the work and store where directed. Protection: protect floor and all adjacent surfaces from paint shears, spatters, or droppings. Use drop cloths to protect floors. Cover fixtures and remove hardware not to be painted. Mask off areas where required. Except as otherwise specified herein, or specifically approved by the Architect in writing, the following manu- facturers comply with specification requirements: (1) Drywall Surfaces and Soffits - Primers: Glidden - PVA Primer 5019 Devoe - Vinyl Pigmented Primer Sealer 8014 Moore - Moore's Quick Dry Primer Seal Pratt & Lambert - P & L Vapex Wall Primer Sherwin - Williams - S & W Profession Coatings Pittsburgh (PPG) - PPG Quick Drying Emulsion Sealer (2) Drywall Surfaces and Soffits- 2nd & 3rd coats: Finish coat: use finish as noted on schedule. (3) Veneer Plaster (a) Prime area using procedure A -1. (b) Finish coat: use finish as noted on schedule. (4) Painted Woodwork a) One coat wood primer. b) Two finish coats: use finish as noted on schedule. (5) Stained woodwork: (6) (4) (5) ( ( ( (3) (4) (5) (6) ( 8) 9) (a) Stain as noted on finish schedule. (b) Seal with AWI system #2 semi -gloss catalyzed lacquer, premium grade. 35% to 45% degree sheen shall be acceptable. Submit sample to Tenant's Architect for approval prior to commencement of work. Miscellaneous metal surfaces (all miscellaneous ferrous metal, hollow metal doors and frames): (a) On shop applied primer: touch up marks, scratched and abraded spots with primer to match original or with a primer made by the manufacturer of the paint used for subsequent coats. (b) On all ferrous metal not shop primed (except galvanized iron and steel): One coat of primer made by the manufacturer of paint used for subsequent coats. d c Second coat: as noted on finish schedule. Condition of Surfaces: all surfaces to receive paint shall be clean, dry, smooth, and dust free before application of any material. Prepare surfaces as follows: (1) Wood: sand, smooth, and remove dust. Fill open joints, cracks, nail holes, and other pits or depressions flush and smooth with putty of wood dough after priming. Color putty to match finish paint coat. Touch -up knots or sap streaks with shellac or the approved sealer before priming. (2) Concrete and Masonry remove all foreign matter, efflorescence and encrustations. Use ❑ stiff fiber brush to remove loose particles. Fill all depressions and remove all fins and projections not inherent in the base material. Ferrous Metal: remove all foreign matter. Touch -up abrasions with ferrous metal primer. Galvanized Metal: remove all foreign matter and clean entire surface with mineral spirits. Pre -treat with phosphoric acid etch or vinyl wash. Apply primer the same day as pre- treatment is applied. Gypsum Board: remove all foreign matter. Fill all pits flush and smooth with spackle. B. Priming: (1) Wood: before installation, prime and back prime all items partially or completely concealed in the finish work. Use factory mixed primer. For wood having a stained or transparent finish, use 4 lb. cut shellac. Gypsum Wall Board or Plaster Board: prime all new board. Galvanized Metal: prime all surfaces, except where to be embedded in concrete, masonry, or roofing; allow to dry before installation. Painting: (1) Apply material evenly, free from sags, runs, crawls, holidays, or defects. Mix to proper consistency. Brush out smooth, leaving minimum of brush marks, enamel, and varnish uniformly applied. Apply paint by brushes. roller, or spray. Allow each coat to thoroughly dry before succeeding coat application for oil paints. Finish all four (4) edges of doors with the same number and kind of coatings as specified for their main surfaces. Where opening into rooms having different finishes, finish door edges as directed. Gypsum Wall Board or Plaster Board: ceilings to be painted with latex product specifically manufactured or prepared for the material and surfaces: prime coat and two (2) finish coats, flat. Gypsum Wall Board or Plaster Board: all wall surfaces not concealed by fixtures to be painted with an alkyd point product; prime coat and two (2) finish coats, eggshell, Wood (painted): point with one (1) coat enamel undercoater; second coat: split coat of enamel undercoater and semi -gloss enamel; third coat: semi -gloss enamel. Wood (transparent finish): to match Architect's sample. Ferrous metals: first coat zinc chromate (only if shop primed); second and third coats semi -gloss enamel. (11) Upon completion, remove all rubbish caused by this trade: spots from floors, glass, and other surfaces. Leave premises in a clean and orderly condition. A. Furnish all necessary materials, labor, and equipment for the complete application of sanitary fiberglass wall panels, trim, and installation accessories. Kemlite brand Glasbord -P, product # BES370PL, or approved equal. See Finish Schedule for color. Trim: PVC extrusions, match panel color. 1. Provide manufacturer's standard edge, panel joint ( "H "), inside and outside corner trim. Fasteners: Nylon drive rivets; match color of panels. D. Adhesives and Sealers: Provide products recommended specifically by manufacturer of wall covering for use on scheduled substrates and certified to be mildew resistant and inhibitive to bacteria growth. Gypsum Wallboard Substrates: Patch nicks and other surface irregularities with latex filler. 1. Sand filling material smooth and flush with substrate. Prime and seal substrates in accordance with wall covering manufacturer's recommendations for type of substrate. Perform installation in accordance with manufacturer's instructions. Wall Covering Panels; 1. Install panels sequentially. Provide trim for edges and joints between panels; exposed panel edges in finished installation not permitted. Make all seams plumb. 2. Trim wall covering panels carefully at electrical boxes and other interruptions to avoid gaps and necessity for patches. 3. Plan installation so that panel joints do not occur within 4 inches of corners or major openings. 4. Install wall covering panels by applying adhesive to its back surface and pressing wall covering into place before adhesive has set. Use roller or other device to ensure complete bonding of panel with adhesive. 5. Adjusting and Cleaning: A. Carefully replace electrical cover plates and other fixtures temporarily removed in preparation for wall covering installation. Section 09990 - Adhesives General: A. Furnish all necessary materials, labor, and equipment for the complete applications of adhesives for laminated plastic products and various finishes per manufacturer's recommendations. 2. Products: A. Miracle Adhesives Corporation brand #21 contact adhesive for bonding decorative laminates, etc. Telephone: 1 -800 -647 -2253. 3. Installation: A. Brush, roller coat, or spray separately both surfaces; allow to dry. B. Bond both surfaces together. C. Trim excess finish material. D. Clean up any excess adhesive off laminated plastic finish using manufacturer's recommended solvent. Test on material to check for damage or discoloration prior to clean -up of adhesive. DIVISION 10 - SPECIALTIES Section 10520 - Fire Extinguishers General: A. Provide and install fire extinguishers and cabinets as indicated on drawings and as required by code. Prior to installation of cabinets and fire extinguisher, the Contractor shall verify locations with the governing authorities. 2. Products: A. Extinguishers: U.L. labeled unit, ten (10) pound capacity, enameled steel container with pressure- indicating gauge, for classes A, B, and C fires. 3 Installation: A. Install cabinets or wall - mounted hooks as indicated, at locations shown, neatly fitting to finish furfaces. Maintain fire- rating of walls, where required, by applying gypsum wall board to concealed surfaces of cabinets. Place fully charged extinguishers in cabinets prior to occupancy. Provide a total of (8), location to be determined by Architect. REVIEWED FOR CODE COMPLIANCE APPROVED JUL 16 2009 City of Tukwila BUILDING DIVISION RECEIVED JUt.1 0 2009 PERMIT CENTER CAR TOYS ' A better way to go 16935 Southcenter Parkway Tukwila, WA 98188 smith cc 1725 westlake ave. n. suite 210 seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith@smithco.org http: / /www.smithco.org/ Consultant Consultant Registration Issues and Revisions No. Date 1 04.15.08 2 05.21.08 3 06.10.08 Project Number 0200801800 Scale AS NOTED Template 4.3 (120101) 6294 Architect Registration 14 4- , KEITH L. SMITH STATE OF WASHINGTON Issues By Check PERv1IT OWNER REV CONSTRUCTION SET Project Name CARTOYS SOUTHCENTER Description SPECIFICATIONS Computer File CW05- 2008- --SP102,DWG SP1O2 ® REGISTERED ARCHITECT All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. llc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. KLS KLS KLS NOTE: THESE FIXTURES ARE PROVIDED BY OWNER INSTALLED BY G.C., ATTACHMENT TO FLOOR AND CEILING BY G.C. — _ - PLAM p ', 2 PLAM 2 r ---I"- 4.4 PLAM 2 a PLAM 1 ~ w RUBBER BASE 5 Di - L_EVATIO\ 5ECTIO\ �! 1 � - ' — D r� rn t'7Id 1' -3" t3" l'-9" DRAWER 3/4" WOOD STOP BLACK REMOVABLE 1/8" MASONITE DIVIDERS SMOOTH BOTH SIDES PROVIDE HARDWARE HANGING FILES WHERE INDICATED BLACK MELAMINE INSIDE CABINETS ACCESS PANEL W /FINGER PULLS SCALE: 1" = 1' -0" SCALE: 1" = 1' -0" CASHDRAWER BY OWNER (2) ADJ. SHELVES BLACK MEL. FORMICA 837 58 "GRAPHITE" WILSONART #7909 -60 "FUSION MAPLE" SCALE: 1" = 1' -0" TCTIO\ SCALE: 1" = 1' -0" SCALE: 1" = 1' -0" TRASH BY OWNER PROVIDE BUILT IN RAIL SUPPORT FOR HANGING FILES L_�. FRO\ T - VA TIo PREMOUNT CASHDRAWER BY FIXTURE MANUF. TYP. DIVIDER CENTER IN DRAWER PROVIDE LOCK RECEIPT SLOT FILE UNIT BASE UNIT HANDICAP COUNTER 3/4" WOOD STOP BLACK 2" GROMMET HOLE W /BEIGE COVER WRAP PLA\ REGISTER FINISH BACK OF SHROUD BLACK MELAMINE 7 TYP. TRASH REGISTER OPEN IN FRONT DIRECTLY BEHIND SHROUD PROVIDE ACCESS IN FRONT FOR WIRING AND CABLING A SHROUD TO BE MOUNTED WITH DOWELS AND SECURED FROM BELOW WITH SCREWS TYP. 1dVIIIVm REGISTER NOTE: ALL DRAWERS SHALL HAVE 100# ACCURIDE GUIDES TRASH REGISTER 3/4" FLEX CONDUIT RUN 12" PAST BOTTOM OF BASE W/ PREWIRE UL LISTED PLUG BASE UNIT FILE UNIT HANDICAP COUNTER PLAM 2 PLAM 2 PLAM 1 = YA CASHDRAWER L J f 1 U d 1111 I PEN OPEN OPEN IF__ 1 ........, I i i i i 1 in it L ,I II HMMIll =111MM ` OPEN OPEN OPEN OPEN FILE UNIT BASE UNIT REGISTER TRASH REGIS REGISTE " 1' -5 " TRASH REGISTER BASE UNIT FI UNIT HANDICAP 1 I UNTER LEGAL FILE UNIT LEGAL FILE UNIT HANDICAP C� NTER 1' -3 1' -6 1' -5" 1' -7' 1' -7" 1' -5" 1' -6" 1' -5 1' -3" 15' -6" (2) ADJUSTABLE SHELVES, TYP BLACK PLASTIC PULLS SURFACE MOUNTED, TYP. LINE OF BASE CABINET BELOW RECEIPT SLOTS 1/4" x 4" CENTER IN DIVIDER DIVIDER PLAM COUNTERTOP 2 COUNTERTOP COUNTERTOP COUNTERTOP SHROUD BER BASE REVIEWED FOR CODE COMPLIANCE APPROVED JUL 16 2009 City of Tukwila BUILDING DIVISION RECEIVED JUL102009 PERMIT CENTER A better way to go 16935 Southcenter Parkway Tukwila, WA 98188 smith ci. 1725 westlake ave. n. suite 210 seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464,0700 f ksmith @smithco.org http: / /www.smithco.org/ Consultant Consultant Registration Issues and Revisions No. Date 1 04.15.08 2 05.21.08 3 06.10.08 Project Name CARTOYS SOU THCENTER Project Number 02008018.00 Description CASHWRAP DETAILS Computer File CW05- 2008--- A4.DWC Scale AS NOTED All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. Architect Registration Issues By Check PERMIT OWNER REV CONSTRUCTION SET KLS KLS KLS 1 4133 Aio 44- Ara. ■IIIMIII■ NOTE: THESE FIXTURES ARE PROVIDED BY OWNER INSTALLED BY G.C., ATTACHMENT TO FLOOR AND CEILING BY G.C. — _ - PLAM p ', 2 PLAM 2 r ---I"- 4.4 PLAM 2 a PLAM 1 ~ w RUBBER BASE 5 Di - L_EVATIO\ 5ECTIO\ �! 1 � - ' — D r� rn t'7Id 1' -3" t3" l'-9" DRAWER 3/4" WOOD STOP BLACK REMOVABLE 1/8" MASONITE DIVIDERS SMOOTH BOTH SIDES PROVIDE HARDWARE HANGING FILES WHERE INDICATED BLACK MELAMINE INSIDE CABINETS ACCESS PANEL W /FINGER PULLS SCALE: 1" = 1' -0" SCALE: 1" = 1' -0" CASHDRAWER BY OWNER (2) ADJ. SHELVES BLACK MEL. FORMICA 837 58 "GRAPHITE" WILSONART #7909 -60 "FUSION MAPLE" SCALE: 1" = 1' -0" TCTIO\ SCALE: 1" = 1' -0" SCALE: 1" = 1' -0" TRASH BY OWNER PROVIDE BUILT IN RAIL SUPPORT FOR HANGING FILES L_�. FRO\ T - VA TIo PREMOUNT CASHDRAWER BY FIXTURE MANUF. TYP. DIVIDER CENTER IN DRAWER PROVIDE LOCK RECEIPT SLOT FILE UNIT BASE UNIT HANDICAP COUNTER 3/4" WOOD STOP BLACK 2" GROMMET HOLE W /BEIGE COVER WRAP PLA\ REGISTER FINISH BACK OF SHROUD BLACK MELAMINE 7 TYP. TRASH REGISTER OPEN IN FRONT DIRECTLY BEHIND SHROUD PROVIDE ACCESS IN FRONT FOR WIRING AND CABLING A SHROUD TO BE MOUNTED WITH DOWELS AND SECURED FROM BELOW WITH SCREWS TYP. 1dVIIIVm REGISTER NOTE: ALL DRAWERS SHALL HAVE 100# ACCURIDE GUIDES TRASH REGISTER 3/4" FLEX CONDUIT RUN 12" PAST BOTTOM OF BASE W/ PREWIRE UL LISTED PLUG BASE UNIT FILE UNIT HANDICAP COUNTER PLAM 2 PLAM 2 PLAM 1 = YA CASHDRAWER L J f 1 U d 1111 I PEN OPEN OPEN IF__ 1 ........, I i i i i 1 in it L ,I II HMMIll =111MM ` OPEN OPEN OPEN OPEN FILE UNIT BASE UNIT REGISTER TRASH REGIS REGISTE " 1' -5 " TRASH REGISTER BASE UNIT FI UNIT HANDICAP 1 I UNTER LEGAL FILE UNIT LEGAL FILE UNIT HANDICAP C� NTER 1' -3 1' -6 1' -5" 1' -7' 1' -7" 1' -5" 1' -6" 1' -5 1' -3" 15' -6" (2) ADJUSTABLE SHELVES, TYP BLACK PLASTIC PULLS SURFACE MOUNTED, TYP. LINE OF BASE CABINET BELOW RECEIPT SLOTS 1/4" x 4" CENTER IN DIVIDER DIVIDER PLAM COUNTERTOP 2 COUNTERTOP COUNTERTOP COUNTERTOP SHROUD BER BASE REVIEWED FOR CODE COMPLIANCE APPROVED JUL 16 2009 City of Tukwila BUILDING DIVISION RECEIVED JUL102009 PERMIT CENTER A better way to go 16935 Southcenter Parkway Tukwila, WA 98188 smith ci. 1725 westlake ave. n. suite 210 seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464,0700 f ksmith @smithco.org http: / /www.smithco.org/ Consultant Consultant Registration Issues and Revisions No. Date 1 04.15.08 2 05.21.08 3 06.10.08 Project Name CARTOYS SOU THCENTER Project Number 02008018.00 Description CASHWRAP DETAILS Computer File CW05- 2008--- A4.DWC Scale AS NOTED All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. Architect Registration Issues By Check PERMIT OWNER REV CONSTRUCTION SET KLS KLS KLS 1 4133 Aio 44- NOTE: THESE FIXTURES ARE PROVIDED BY OWNER INSTALLED BY G.C., ATTACHMENT TO FLOOR AND CEILING BY G.C. — _ - PLAM p ', 2 PLAM 2 r ---I"- 4.4 PLAM 2 a PLAM 1 ~ w RUBBER BASE 5 Di - L_EVATIO\ 5ECTIO\ �! 1 � - ' — D r� rn t'7Id 1' -3" t3" l'-9" DRAWER 3/4" WOOD STOP BLACK REMOVABLE 1/8" MASONITE DIVIDERS SMOOTH BOTH SIDES PROVIDE HARDWARE HANGING FILES WHERE INDICATED BLACK MELAMINE INSIDE CABINETS ACCESS PANEL W /FINGER PULLS SCALE: 1" = 1' -0" SCALE: 1" = 1' -0" CASHDRAWER BY OWNER (2) ADJ. SHELVES BLACK MEL. FORMICA 837 58 "GRAPHITE" WILSONART #7909 -60 "FUSION MAPLE" SCALE: 1" = 1' -0" TCTIO\ SCALE: 1" = 1' -0" SCALE: 1" = 1' -0" TRASH BY OWNER PROVIDE BUILT IN RAIL SUPPORT FOR HANGING FILES L_�. FRO\ T - VA TIo PREMOUNT CASHDRAWER BY FIXTURE MANUF. TYP. DIVIDER CENTER IN DRAWER PROVIDE LOCK RECEIPT SLOT FILE UNIT BASE UNIT HANDICAP COUNTER 3/4" WOOD STOP BLACK 2" GROMMET HOLE W /BEIGE COVER WRAP PLA\ REGISTER FINISH BACK OF SHROUD BLACK MELAMINE 7 TYP. TRASH REGISTER OPEN IN FRONT DIRECTLY BEHIND SHROUD PROVIDE ACCESS IN FRONT FOR WIRING AND CABLING A SHROUD TO BE MOUNTED WITH DOWELS AND SECURED FROM BELOW WITH SCREWS TYP. 1dVIIIVm REGISTER NOTE: ALL DRAWERS SHALL HAVE 100# ACCURIDE GUIDES TRASH REGISTER 3/4" FLEX CONDUIT RUN 12" PAST BOTTOM OF BASE W/ PREWIRE UL LISTED PLUG BASE UNIT FILE UNIT HANDICAP COUNTER PLAM 2 PLAM 2 PLAM 1 = YA CASHDRAWER L J f 1 U d 1111 I PEN OPEN OPEN IF__ 1 ........, I i i i i 1 in it L ,I II HMMIll =111MM ` OPEN OPEN OPEN OPEN FILE UNIT BASE UNIT REGISTER TRASH REGIS REGISTE " 1' -5 " TRASH REGISTER BASE UNIT FI UNIT HANDICAP 1 I UNTER LEGAL FILE UNIT LEGAL FILE UNIT HANDICAP C� NTER 1' -3 1' -6 1' -5" 1' -7' 1' -7" 1' -5" 1' -6" 1' -5 1' -3" 15' -6" (2) ADJUSTABLE SHELVES, TYP BLACK PLASTIC PULLS SURFACE MOUNTED, TYP. LINE OF BASE CABINET BELOW RECEIPT SLOTS 1/4" x 4" CENTER IN DIVIDER DIVIDER PLAM COUNTERTOP 2 COUNTERTOP COUNTERTOP COUNTERTOP SHROUD BER BASE REVIEWED FOR CODE COMPLIANCE APPROVED JUL 16 2009 City of Tukwila BUILDING DIVISION RECEIVED JUL102009 PERMIT CENTER A better way to go 16935 Southcenter Parkway Tukwila, WA 98188 smith ci. 1725 westlake ave. n. suite 210 seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464,0700 f ksmith @smithco.org http: / /www.smithco.org/ Consultant Consultant Registration Issues and Revisions No. Date 1 04.15.08 2 05.21.08 3 06.10.08 Project Name CARTOYS SOU THCENTER Project Number 02008018.00 Description CASHWRAP DETAILS Computer File CW05- 2008--- A4.DWC Scale AS NOTED All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. Architect Registration Issues By Check PERMIT OWNER REV CONSTRUCTION SET KLS KLS KLS SPEA SP -A K ER BAS SCALE: 3/4" = 1' -0" K SCALE: 3/4" = 1' -0" SCALE: 3/4" = 1' -0" PLA 8' -0" SPEAKER BASE PLA 10' -2" @ RADIO ROOV ER BASE PLA\ 3 @ RADIO f OOV1 2 @ RADIO )oov 8 7 SP =AVER BASE AT RA3I0 R00 SCALE: 3" = 1' -0" SP AKER BASE AT RADIO R00 SCALE: 3" = 1' -0" SCALE: 3" = 1' -0" Ill N 8 ,. I 4" FROM WALL MAX u V V 3 S 1 A\ FRT PLYWOOD 2 FRT PLYWOOD NOTE: LEAVE BOTTOM OPEN FOR CARTOYS PREWIRE. COVER WITH MAIN FLOOR CARPET PROVIDE AND COVER ENDS OF BASE REF. 6/F104 AND 7/F104 SIGNAGE BY OWNER - 1" GATOR FOAM ON 1" WOOD BLOCKS, BAINT BLOCKS FLAT BLACK 1/2" APPLE PLYWD -MAPLE VENNER CLEAR COAT FINISH SIGNAGE BY OWNER, MOUNT WITH VELCRO TAPE COVER WITH MAIN FLOOR CARPET BASE IS 10' -2" LONG, PROVIDE AND COVER ENDS OF BASE 3/16" METAL CLIP ATTACH TO BACK OF APPLE PLYWD W /SCREWS 3/16" METAL BRACKET POWDERCOAT ATTACH TO WALL 3" SLOTWALL METAL POWDERCOAT FINISH 5/8" GWB - PAINT 3/4" PLWD METAL STUDS METAL CLIP ON SLOTWALL, U- CHANNEL SPOT WELD AT SIDES. METAL PANEL CLIP ATTACH TO WALL 5 PROVIDE 10 FOOT LENGTHS GC TO CUT IN FIELD METAL SIGN SUPPORTS SECURE WITH 1 -1/4" SCREWS SCREW INTO PLYWOOD BACKING MAX. SPAN IS 2' -0" O.C. 10" METAL SLOTWALL PANEL 3" METAL SLOTS, TAB SIDES, TOP AND BOTTOM, POWDERCOAT FINISH METAL WALL PANEL CLIP SECURE WITH 1 -1/4" SCREWS SCREW INTO PLYWOOD BACKING 4 WALL SYSTE SCALE: 1" = 1' -0" 6 SIG\ BRACK= T /SLOTWALL CLIP 3 WALL SYST • NOTE: THESE FIXTURES ARE PROVIDED BY OWNER INSTALLED BY G.C., ATTACHMENT TO FLOOR AND CEILING BY G.C. V EL_EVAT V S ECT1 0\ f 2' -0" a 0 2 i" 7 1 SCALE: 1" = 1' -0" REVIEWED FOR CODE COMPLIANCE APPROVED JUL 16 2009 City of Tukwila BUILDING DIVISION RECEIVED JUL 1U 2009 PERMIT CENTER C Consultant No. Date Computer File 1725 westlake ave. n. suite 210 seethe, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith @smithco.org http: / /www.smithco.org/ Consultant Registration Issues and Revisions 1 04.15.08 2 05.21.08 3 06.10.08 A better way to go. 16935 Southcenter Parkway Tukwila, WA 98188 smith co. Project Number 02008018.00 Scale AS NOTED Template 4.3 (120101) F1.04 OYS 6294 Architect Registration 4 KEITH L. SMITH STATE OF WASHINGTON Issues By Check PERMIT OWNER REV CONSTRUCTION SET Project Name CARTOYS SOUTHCENTER Description FIXTURE DETAILS CW05- 2008— F104.DWG REGISTERED ARCHITECT All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. KLS KLS KLS GENERAL STRUCTURAL NOTES (THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE PLANS.) A. GENERAL 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (IBC), 2006 EDITION. 2. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF DOOR AND WINDOW OPENINGS. SEE MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF MISCELLANEOUS MECHANICAL OPENINGS. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM HIS WORK. STRUCTURAL DESIGN OF THE BUILDING IS BASED ON RESISTANCE TO DEAD LOADS, CODE SPECIFIED LATERAL LOADS, AND MAXIMUM EXPECTED SERVICE LOADS. NO CONSIDERATION HAS BEEN GIVEN TO LOADS WHICH WILL BE INDUCED BY ERECTION PROCEDURES. THE CONTRACTOR SHALL VERIFY, TO THE SATISFACTION OF HIMSELF AND THE OWNER, THE ABILITY OF THE STRUCTURE TO RESIST ALL ERECTION LOADS WITHOUT EXCEEDING THE ALLOWABLE STRESSES OF THE MATERIALS USED. WHERE ERECTION LOADS WOULD OVERSTRESS THE STRUCTURE, THE CONTRACTOR SHALL SUBMIT DESIGN DOCUMENTS FOR TEMPORARY BRACING AND STRENGTHENING, INCLUDING FABRICATION AND ERECTION DRAWINGS, TO THE ARCHITECT FOR REVIEW. THESE DOCUMENTS SHALL BEAR THE SEAL AND SIGNATURE OF A REGISTERED STRUCTURAL ENGINEER IN THE STATE OF WASHINGTON. THE CONTRACTOR SHALL PROVIDE, INSTALL AND IF NECESSARY REMOVE SUCH TEMPORARY WORK AS REQUIRED. 4. CONTRACTOR- INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 5. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED, BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. 6. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. 7. INSPECTIONS: INSPECTIONS OF THE STEEL REBAR AND WOOD FORMS FOR CONCRETE FOOTINGS & FOUNDATIONS, AND CONCRETE SLABS ARE REQUIRED PER IBC SECTION 109.3. 8. SPECIAL INSPECTION: SHALL BE PERFORMED BY A WABO CERTIFIED TESTING AGENCY OR TESTING AGENCY, DESIGNATED BY THE ARCHITECT AND APPROVED BY THE OWNER. THE SPECIAL INSPECTION AGENCIES SHALL PRODUCE REPORTS AND KEEP RECORDS PER IBC SECTION 1704. 1.2. THE SPECIAL INSPECTION AGENCIES DUTIES SHALL INCLUDE THE FOLLOWING: 8.1 STEEL CONSTRUCTION: VERIFY AND /OR INSPECT STEEL CONSTRUCTION PER IBC TABLE 1704.3, AND IBC SECTIONS 1704.3 AND 1707.2. THIS INCLUDES (BUT IS NOT LIMITED TO) STRUCTURAL STEEL AND WELDING. 8.2 CONCRETE CONSTRUCTION: VERIFY AND /OR INSPECT CONCRETE PER IBC TABLE 1704.4 AND IBC SECTION 1704.4. THIS INCLUDES (BUT IS NOT LIMITED TO) ANCHOR BOLTS IN CONCRETE. FOR A MORE DETAILED EXPLANATION OF SPECIAL INSPECTIONS, AND FOR A MORE EXTENSIVE LIST OF THE SPECIAL INSPECTIONS REQUIRED, SEE THE IBC, THE ARCHITECTUAL DRAWINGS AND THE PROJECT SPECIFICATIONS. 9. SHOP DRAWINGS FOR STRUCTURAL STEEL SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. ENGINEER OF RECORD SHALL REVIEW SHOP DRAWINGS FOR DESIGN INTENT ONLY. DIMENSIONS AND QUANTITIES ARE NOT GUARANTEED BY THE ENGINEER OF RECORD, AND THEREFORE, MUST BE VERIFIED BY THE GENERAL CONTRACTOR. DRAWINGS FOR COMPONENTS DESIGNED PRIMARILY BY OTHERS SHALL BE APPROVED BY THE COMPONENT DESIGNER PRIOR TO CURSORY REVIEW BY THE ENGINEER OF RECORD FOR LOADS IMPOSED ON THE BASIC STRUCTURE. SUBMITTALS SHALL INCLUDE A REPRODUCIBLE AND A COPY; REPRODUCIBLE WILL BE REVIEWED AND RETURNED. SHOP DRAWINGS MUST BE REVIEWED AND STAMPED BY CONTRACTOR PRIOR TO REVIEW BY ENGINEER. 10. PRE - MANUFACTURED, PRE- ENGINEERED STRUCTURAL COMPONENTS SHALL BE DESIGNED BASED ON THE CRITERIA PRESENTED IN THE CONTRACT DOCUMENTS. THE COMPONENT DESIGNER IS RESPONSIBLE FOR CODE CONFORMANCE, TEMPORARY AND PERMANENT BRACING AND ALL NECESSARY CONNECTIONS, INCLUDING CONNECTIONS TO THE PRIMARY STRUCTURE, NOT SPECIFICALLY CALLED OUT ON THE ARCHITECTURAL OR STRUCTURAL DRAWINGS. SHOP DRAWINGS SHALL INDICATE THE MAGNITUDE AND DIRECTION OF ALL LOADS IMPOSED ON THE PRIMARY STRUCTURE. SHOP DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED TO THE ARCHITECT AND THE ENGINEER OF RECORD. ABBREVIATIONS (THIS IS AB ACI ADDL ADJ AFF AISC ALT ANSI APA APPROX ARCH ASSY ASTM AWS BD BLDG BLKG BM BMU BOF SOS BOT BRG C CG CGS CIP CJ CL CLR CMU COL CONC CONN A COMPREHENSIVE LIST OF ABBREVIATIONS, SOME ANCHOR BOLT AMERICAN CONCRETE INSTITUTE ADDITIONAL ADJACENT ABOVE FINISHED FLOOR AMERICAN INSTITUTE OF STEEL CONSTRUCTION ALTERNATE AMERICAN NATIONAL STANDARDS INSTITUTE AMERICAN PLYWOOD ASSOCIATION APPROXIMATE; APPROXIMATELY ARCHITECT; ARCHITECTURAL ASSEMBLY AMERICAN SOCIETY FOR TESTING & MATERIALS AMERICAN WELDING SOCIETY BOARD BUILDING BLOCKING BEAM BRICK MASONRY UNIT(S) BOTTOM OF FOOTING BOSOM - (3) INTERIOR SIDES BOTTOM BEARING STANDARD CHANNEL CENTER OF GRAVITY CENTER OF GRAVITY OF STRANDS CAST -IN -PLACE CONSTRUCTION JOINT /CONTROL JOINT CENTERLINE CLEAR CONCRETE MASONRY UNIT COLUMN CONCRETE CONNECTION, CONNECT CONSTR CONSTRUCTION CONT CONTR COORD CP CSK CTR CU FT CU IN CY d DBL DEPT DET DIA DIAG DIAPH DICA DIM DN DO DWG DWL (E) EA EF EL ELEC ELEV EMB ENGR EQ EQUIP CONTINUOUS CONTRACTOR COORDINATE COMPLETE PENETRATION COUNTERSINK; COUNTERSUNK CENTER CUBIC FOOT CUBIC INCH CUBIC YARD PENNY (NAILS) DOUBLE DEPARTMENT DETAIL DIAMETER (SEE SYMBOLS) DIAGONAL DIAPHRAGM DRILLED -IN CONCRETE DIMENSION DOWN DITTO DRAWING DOWELS ANCHOR EXISTING EACH EACH FACE ELEVATION ELECTRICAL ELEVATOR EMBED, EMBEDDED, EMBEDMENT ENGINEER EQUAL EQUIPMENT B. DESIGN CRITERIA 1. DESIGN LOADS ROOF LIVE LOAD ROOF DEAD LOAD WIND EARTHQUAKE C. STRUCTURAL STEEL OF WHICH MAY NOT APPEAR ON THESE DRAWINGS.) 1. STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON THE AISC "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS," LATEST EDITION, PLUS ALL REFERENCED CODES. 2. ALL "W" (WIDE FLANGE BEAM AND COLUMN) SHAPES SHALL CONFORM TO ASTM A992. PLATES, BARS AND OTHER ROLLED SHAPES SHALL CONFORM TO ASTM A36, Fy = 36 KSI. STEEL PIPE SHALL BE SCHEDULE 40 CONFORMING TO ASTM A53, TYPE E OR S, GRADE B, Fy = 35 KSI. STRUCTURAL TUBING SHALL CONFORM TO ASTM A500, GRADE B, Fy = 46 KSI. 3. ALL CONNECTION BOLTS AT STEEL /STEEL CONNECTIONS SHALL BE ASTM A325 OR ASTM A490 AND SHALL BE INSTALLED, TIGHTENED, AND INSPECTED IN ACCORDANCE WITH THE AISC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS." THE CRITERIA FOR SNUG-TIGHT CONNECTIONS SHALL APPLY TO ALL CONNECTIONS. ALL BOLT HOLES SHALL BE STANDARD SIZE, UNLESS NOTED OTHERWISE. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE SELECTION OF OPTIONAL DETAILS SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ALL ERECTION AIDS AND JOINT PREPARATIONS THAT INCLUDE, BUT ARE NOT LIMITED TO: ERECTION ANGLES, LIFT HOLES, AND OTHER AIDS; WELDING PROCEDURES; REQUIRED ROOT OPENINGS; ROOT FACE DIMENSIONS; GROOVE ANGLES; BACKING BARS; COPES; SURFACE ROUGHNESS VALUES; AND TAPERS OF UNEQUAL PARTS. 5. ALL WELDING SHALL BE IN CONFORMANCE WITH AISC AND AWS STANDARDS AND SHALL BE PERFORMED BY A WABO CERTIFIED WELDERS USING E7OXX ELECTRODES. WELDS, UNLESS OTHERWISE NOTED, SHALL BE 3/16" CONTINUOUS FILLET WELDS. WELDS SHOWN ON DRAWINGS ARE MINIMUM SIZES. INCREASE WELD SIZE TO AWS MINIMUM SIZES, BASED ON PLATE THICKNESS. WELDING OF REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING LOW HYDROGEN ELECTRODES. WELDING WITHIN 4" OF COLD BENDS IN REINFORCING STEEL IS NOT PERMITTED. SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF WELDED BARS. WELDING PROCEDURES SHALL BE SUBMITTED TO THE OWNER'S TESTING AGENCY FOR REVIEW BEFORE STARTING FABRICATION OR ERECTION. ALL WELDS SHALL BE VISUALLY INSPECTED BY A QUALIFIED INSPECTOR. ALL COMPLETE PENETRATION WELDS SHALL BE ULTRASONICALLY TESTED AT THE PLANT OR SITE BY A QUALIFIED INSPECTOR. ES EW EXP EXP JT EXT FD FDN FF FLR FLG FOC FOM FOS FS FT FTG EACH SIDE EACH WAY EXPANSION; EXPOSED EXPANSION JOINT EXTERIOR FLOOR DRAIN FOUNDATION FAR FACE, FINISHED FLOOR FLOOR; FLOOR LINE FLANGE FACE OF CONCRETE FACE OF MASONRY FACE OF STUD FULL SIZE; FAR SIDE FEET; FOOT FOOTING GA GAUGE GALV GALVANIZED GL GLUE -- LAMINATED GWB GYPSUM WALL BOARD GYP GYPSUM HDR HEADER HNG HANGER HORIZ HORIZONTAL HP HP SHAPE HS HIGH STRENGTH HSS HOLLOW STRUCTURAL SECTIONS HT HEIGHT IBC INTERNATIONAL BUILDING CODE ID INSIDE DIAMETER 25 PSF (SNOW: I s =1.0) 18 PSF 85 MPH, EXPOSURE " B " , Iw=1.0 SOIL CLASS D SEISMIC USE GROUP 1 (Ie =1.0) SEISMIC DESIGN CATAGORY D LAT. 47.45 LONG. - 122.26 Sds = 0.943 IF IN IN CL INFO INT JT K KO KSI LAB LB LF LLBB LLH LLV LOC LONGIT LSL LVL LWC M MAS MATL MAX MECH MFR MIN MISC MO INSIDE FACE INCH INCLUDE; INCLUDING; INCLUSIVE INFORMATION INTERIOR JOINT KIP = 1000 POUNDS KNOCK -OUT KIPS PER SQUARE INCH LABORATORY POUND LINEAL FOOT LONG LEGS BACK -TO -BACK LONG LEGS HORIZONTAL LONG LEGS VERTICAL LOCATION LONGITUDINAL LONG SLOTTED HOLE LAMINATED VENEER LUMBER LIGHT WEIGHT CONCRETE MISC SHAPE MASONRY MATERIAL MAXIMUM MECHANICAL MANUFACTURER MINIMUM; MINUTE MISCELLANEOUS MASONRY OPENING (N) NF NFPA NIC NOM NS N TS oc OD OF OH OPNG OPP OSB PAR PC PERP PL PLWD PREFAB PROP PSF PSI PSL PT RD REF REINF REQ'D RFA RO NEW NORTH NEAR FACE NATIONAL FOREST PRODUCTS ASSOC NOT IN CONTRACT NOMINAL NEAR SIDE NOT TO SCALE ON CENTER OUTSIDE DIAMETER OUTSIDE FACE OPPOSITE HAND OPENING OPPOSITE ORIENTED STRAND BOARD PARALLEL PRECAST PERPENDICULAR PLATE PLYWOOD PREFABRICATED PROPERTY POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PARALLEL STRAND LUMBER POST TENSION ROOF DRAIN REFERENCE REINFORCE; REINFORCING REQUIRED RFA STRUCTURAL ENGINEERS ROUGH OPENING SCHED SEC SHT SHTG SIM SLBB SPA SPEC SQ SSL STD STIFF STIR STL STRUCT SUSP SYM T T &B T &G TEMP TH D THK THRU TOB TOC TOF TOL TOM TOS TOW TRANSV TYP SCHEDULE SECTION SHEET SHEATHING; SHEETING SIMILAR SHORT LEGS BACK TO BACK SPACING, SPACE, SPACES SPECIFICATION SQUARE SHORT SLOTTED HOLE STANDARD STIFFENER STIRRUP STEEL STRUCTURAL SUSPENDED SYMMETRICAL TOP TOP AND BOTTOM TONGUE AND GROOVE TEMPERATURE THREADED THICKNESS THROUGH TOP OF BEAM TOP OF CONCRETE; TOP OF CURB TOP OF FOOTING TOP OF LEDGER TOP OF MASONRY TOP OF STEEL, TOP OF STRUCTURE TOP OF WALL TRANSVERSE TYPICAL UL UNO URM UT VERT VIF W/ W/O WABO WP WT WWR c= X 0 L JL UNDERWRITER'S LABORATORY, INC. UNLESS NOTED OTHERWISE UNREINFORCED MASONRY ULTRA -SONIC TEST VERTICAL VERIFY IN FIELD WIDE FLANGE WITH WITHOUT WASHINGTON ASSOCIATION OF BLDG WORK POINT STRUCTURAL T WELDED WIRE REINFORCEMENT AND AT BEAM CAMBER CENTERLINE DIAMETER; ROUND NUMBER; POUND SQUARE STRUCTURAL ANGLE DOUBLE ANGLE PLATE SYMBOLS C J I ❑ 0 COLUMN COLUMN BELOW FLOOR ELEVATION MARK X OFFICIALS ELEVATION CALL OUT / HOLDOWN ELEVATION (0 TOP OF FOOTING FRAMING ARROW S- MOMENT CONNECTION - 0 PLAN MARK SECTION MARK - -IS- SW-X SHEAR WALL SLAB DEPRESSION STEPPED FOOTING CARTOYS • A better way to go: 16935 Southcenter Parkway Tukwila, WA 98188 smith ec 1725 westlake ave. n. suite 210 seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith @smithco.org http: / /www.smithco.org/ Consultant Consultant Issues and Revisions No. Date 1 04.15.08 2 05.21.08 3 06.1 0.08 I Computer File structural engineers Phone: 206.615.9700 Fax: 206.615.7737 Website: www.rfaengineers.com 2013 4th Avenue, Suite 202 egistr tion l EXPIRES: SEPTEMBER 17, 20091 tit Y ittnt9.) jjE 00iV;r- .ir N4z nntiint men trikit d d tilei V I U; 16 Nag I Ci Ot TUI bU�LD1NG DIVIS!la ION Scale AS NOTED Consulting Engineers Seattle, Washington 98121 Project Number 02008018.00 Template (120101) S1.01 Architect Registration Issues By Check PERMIT OWNER REV CONSTRUCTION SET Project Name CARTOYS SOUTHCENTER Description STRUCTURAL NOTES CITY CF� A JUIV r I LULU PERMIT CENTER All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. KLS KLS KLS 7 \\ . I -� - / e n II L� u u o \ n 0 0 0 / IY - V 1 NEW 1O' -0 TALL OPENING ] 4' -0" 4' -0" E E a 5/ HS „0-,17 4 0 HSS 10x6xY HSS 6x6x4j6 o E r =1 r= = II11 =11. ' #:1 =11.011 =110 NEW 12' -O" WIDE OPENING N BOT. OF ROOF LEDGER 0 L4.1 EXISTING 53 CONC. PANEL SAWCUT EDGE OF CONCRETE PLAN OPENING ELEVATION N.T.S. 2 ' 3 3 u 116, < TYP �6 V le 3 x6x12 w/ (2) WO THREADED ROD, EMBED 4" w/ HILT] HIT -RE 500 SD EPDXY CONNECTION AT EXISTING WALL N.T.S. 3 /16 u HSS 6x6x4j6 PLAN O cv 4' -O" HSS 10x6xY V PANEL JOINT NEW 16' -0" WIDE OPENING BEAM CONNECTION: TWO BOLT PATTERN COLUMN CONNECTION: TWO BOLT PATTERN COLUMN CONNECTION: ONE BOLT PATTERN 2/S1.02 HSS 6x6016 (2)HSS 8x6xY HSS 6x6x16 STRUCTURAL PLAN 2 ' -O " N.T.S. u „ 16' - -0" 7 SCALE: 1 /4 -0" ± =1= =.1L.11.011: n 1 6," — -(2)HSS 10x6x1 4gx4x6 w/ (1) WO THREADED ROD EMBED 3h" w/ HIL11 HIT -RE 500 SD EPDXY E 1 %x4x1' -4" w/ (2) V "0 THREADED RODS EMBED 31f w/ HILT] HIT-RE 500 SD EPDXY 3 CONNECTION AT EXISTING WALL 3 N CONN. PER 5/S1.02 TYP. SS 6x6x4j6 Ip 4x4x1' -0" w/ (2) WO THREADED RODS EMBED 3h w/ HILT] HIT-RE 500 SD EPDXY HSS 6x6 0 BOT. OF ROOF LEDGER a • 2/S1.02 HSS 6x6x16 16' ---13 OPENING ELEVATION N.T.S. /, / u u HSS 6x6xj6 0 -HSS 6x6x46 4' -O" " mi�1 1 -11C1I u u 19' -9" 4' -O" 16' -3 HSS 10x6xY (2) HSS 10x6xY f u n u NEW 16' -0" WIDE OPENING 4"-0" 3 L u n „ 0 A 1/S1.02 HSS 6x6xi6 • e 1' -0" 0 I r 119' --C 7 4 1/ PANEL JOINT � T. OF R00 LEDGER ONN. PER 5/51.02 TYP. HSS 6x6x16 V 21'— „ 7 OPENING ELEVATION N.T.S. NN. PER S1.02 TYP. S 6x6x416 CARTOYS A better way to go: 16935 Southcenter Parkway Tukwila, WA 98188 with co, 1725 westlake ave. n. suite 210 seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith @smithco.org http: / /www.smithco.org/ Consultant structural engineers Phone: 206.615.9700 Fax: 206.615.7737 Website: www.rfaengineers.com Consultant 2013 4th Avenue, Suite 202 istr. tion / EXPIRES: SEPTEMBER 17, 2009 Issues and Revisions No. Date 1 04.15.08 2 05.21.08 3 06.10.08 REVIEWED FOR CODE e..n ar .tea Fw fA A S+\ $ L A 'R. 9 X4'6 �° CODE CO;vlir!.y; allV,i a�nra+>�a� -, irr'n� vzo JUL 16 2DU9 City of Tukwila I BUILDING DIVISION Project Name Consulting Engineers Seattle, Washington 98121 Issues CARTOYS SOUTHCENTER Project Number 02008018.00 PERMIT OWNER REV CONSTRUCTION SET Description STRUCTURAL DETAILS Computer File Scale AS NOTED Template 4.3 (120101) All ideas, represented smith co. Ilc S1.02 Architect Registration RbUtiV D CITY OF TUKWILA JUN 1 7 ?O 8 By Check HLRIV11 I Glti I Et( designs, arrangements, and plans indicated or by this drawing are owned by and the property of and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. 11c. KLS KLS KLS NEW 10`-0" TALL OPENING 0 TALL OPENING R EQU CAR.T sEPARATE PERM T y S Mechanical . VElectricai A t t e r way go: Plumbing Gas Piping ° City of Tukwila REVISIONS I!I ^ ' t ; ' I a = - Ito changes shall be made to the scope of work without prior approval of Tukwila Building Division. • N�'; Revisio will require a new plan submittal end may Include additional plan review fees. ' , PROJECT GENERAL NOTES PROJECT DATA PROJECT DIRECTORY LANDLORD NOTES DRAWING INDEX 1. SEE APPROPRIATE DRAWINGS FOR GENERAL NOTES DISCIPLINES: STRUCTURAL, ELECTRICAL, MECHANICA PLUMBING. 2. DO NOT SCALE DRAWINGS- USE DIMENSIONS ONLY. 3. DIMENSIONS WHERE SHOWN ARE NORMALLY GIVEN: A. TO COLUMN CENTER LINE B. TO FINISH FACE OF CMU OR GWB. 4. DIMENSIONS SHOWN ON LARGER SCALE DRAWINGS 5. FIELD VERIFY ALL EXISTING CONDITIONS, REVIEW EXIS CONDITIONS PRIOR TO COMMENCING THE WORK, NOTIF ARCHITECT OF UNEXPECTED CONDITIONS. 6. ALL NUMERICAL ELEVATIONS ARE TO TOP OF CONCRET UNLESS NOTED OTHERWISE. 7. "ALIGN" AS INDICATED ON THE DRAWING SHALL BE UND TO MEAN TO ALIGN THE FINISH MATERIAL OF THE WALL` COLUMNS INDICATED. 8. ALL INTERIOR GYPSUM WALL BOARD IS 5/8 " TYPE X GWB METAL STUDS OR FURRING CHANNELS UNLESS NOTED OTHERWISE, SIZES AS DIMENSIONED ON PLANS. SEE LOCATION OF WATER RESISTANT 9. PROVIDE WATER RESISTAANT NT TYPE Y GWB. PE X GWB IN ALL TOIL WAREWASH AND WET AREAS. 10. ALL FINISH CEILING HEIGHTS SHALL BE CONFIRMED U NOTED OTHERWISE ON THE ROOM FINISH SCHEDULE. 11. PROVIDE FINISH WALL BEHIND ALL EQUIPMENT AND CA 12. PROVIDE ALL ACCESSIBLE SIGNAGE AS REQUIRED BY APPLICABLE JURISDICTION. 13. PROVIDE ONE TYPE 5E- 2A -10BC FIRE EXTINGUISHER SF AND NOT MORE THAN 75 FT OF TRAVEL DISTANCE. 14. THERE SHALL BE NO BACK -TO -BACK ELECTRICAL, TELEPH OR OTHER OUTLETS. SEPARATE OUTLETS BY 6" AT NONRA PARTITIONS. SEPARATE OUTLETS BY 24" MIN. AT FIRE PARTITIONS. 15. WHERE HVAC OR OTHER MECHANICAL ELECTRICAL AND PLUMBING ITEMS PENETRATE PARTITIONS, STUDS SHALL BRACED AND FRAMED TO STRUCTURE AS REQUIRED PROVIDE ADEQUATE SUPPORT- ALL PENETRATIONS THROUGH O OTHER AND GOVERN. RSTOOD OR N 'ATE - ROOMS, LESS EWORK. LOCAL PER 3 RATE BE TO G LAB, • FOR OR % I NE, D, r ADDRESS: 16935 SOUTHCENTER PARKWAY TUKWILA, WA 98188-2888 CONSTRUCTION TYPE EXISTING/ NEW CONSTRUCTION TYPE: TYPE II -B SPRINKLERED OCCUPANCY GROUP PRIMARY OCCUPANCY: M-MERCHANTILE INCIDENTAL OCCUPANCY: GROUP 5 -1 & F -1 APPLICABLE CODES: 2006 INTERNATIONAL BUILDING CODE WITH WASHINGTON STATE AMENDMENTS 2006 INTERNATIONAL MECHANICAL CODE WITH WASHINGTON STATE AMENDMENTS 2006 UNIFORM PLUMBING CODE WITH WASHINGTON STATE AMENDMENTS 2006 NATIONAL ELECTRIC CODE WITH WASHINGTON STATE AMENDMENTS CHAPER 11 IBC AND OTHER INTERNATIONAL BUILDING CODE REQUIREMENTS FOR BARRIER FREE DESIGN INCLUDING ICC /ANSI Al 7.1 - 2003 2006 WASHINGTON NON R ESIDENTIAL ENERGY CODE 2006 NATIONAL FIRE CODE WITH WASHINGTON STATE AMENDMENTS ALL LOCAL ORDINANCES HAVING JURISDICTION NUMBER OF EMPLOYEES NA OCCUPANCY SQ. FOOTAGE MERCHANTILE - M 3448 SQ. FT. x 30 = 115 STOCK - M 1025 SQ. FT. x 300 = 4 INSTALL - S -1 3661 SQ. FT x 200 = 19 SHOP - F -1 355 SQ. FT. x 200 = 2 OCCUPANT LOAD = 140 TOTAL SQ. FEET 8489 SQ. FT. - ARCHITECT: M P ELECTRICAL: I� It CHANICAL UMBING: .1, smith co. LLC 1725 westlake avenue n. suite 210 Seattle, WA 98109 t: 206.383.54850 f: 206.464.0700 PROJECT MANAGER: & JRED Engineering, Inc. 5608 Charlesworth Dearborn Hts., MI 48127 313-565-5580 t 313 -565 -9818 f JRED Engineering, Inc. 5608 Charlesworth Dearborn Hts., MI 48127 313 - 565 -5580 t 313 - 565 -9818 f i f : � F .r �; / i r,, y � , • i � ! Keith l; �., 'E' Smith { •' { • I \ 1. ILLUMINATED SIGNAGE SHOULD BE CONTROLLED BY TIME CLOCK, LIGHT LEAKS FROM CASEWORK NOT PERMITTED. LANDLORD MUST APPROVE, IN WRITING, ALL PROPOSED SIGNAGE PRIOR TO INSTALLATION. 2. ALL CABLING AND WIRES TO BE CONCEALED. AUDIO WILL NOT BE PERMITTED. 3. SNEEZE GUARDS TO BE BUTT JOINTED, FRAMELESS, NO VERTICAL SUPPORTS WITH SQUARE EDGE DETAIL /UV BONDING . 4 ALL LIGHTING REQUIREMENT TO BE INSTALLED WITHIN FLOATING RETAIL. LIGHTING TO BE SURFACE MOUNTED TO COUNTER DURING FABRICATION. 5. TENANT MUST INSTALL LANDLORD APPROVED LATEX- RUBBER WATERPROOFING MATERIAL UNDER THE FLOOR FINISH. THE MEMBRANE MUST LAP UP PERIMETER WALLS UNDERNEATH THE COVED BASE TO MIN. HT. OF 12 "AFF. AND UNDER THE COVED BASE OF THE DISPLAY CABINETRY INSIDE OF THE RETAIL SPACE. 6. ALL MECHANICAL & PLUMBING SYSTEMS AND EQUIPMENT SHALL BE INSTALLED, BRACED AND INSULATED IN ACCORDANCE WITH ALL LOCAL CODE REQUIREMENTS. TENANT SHALL MAKE ALL CONNECTIONS TO THE UTILITY SERVICES PROVIDED. 7. FOR FOOD COURT TENANTS, THE DOMESTIC WATER SERVICE SHALL BE 2 ". TENANTS WITH HIGH WATER USAGE SHALL PROVIDE AND INSTALL A DOMESTIC WATER SUB - METER. TENANTS SHALL PROVIDE AND INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER ON THEIR WATER SERVICE. WATER PIPING SHALL BE TYPE 'L' HARD COPPER TUBE ABOVE GRADE AND TYPE 'K' SOFT COPPER TUBE BELOW GRADE. WATER HEATERS SHALL BE ELECTRIC. . 8 FOR FOOD RELATED TENANTS, GAS SERVICE IS AVAILABLE. TENANTS ARE REQUIRED TO INSTALL AN EARTHQUAKE VALVE. . TENANT SHALL DESIGN AND INSTALL AN ELECTRICAL /TELEPHONE BASED ON THE FOLLOWING: A 277 / 488 VOLT , THREE- PHASE, FOUR WIRE, 60 CYCLE SYSTEM. CONDUIT PROVISIONS FOR FLOATING FOOD KIOSKS: 200A (208Y / 120V) -(2) 3" CONDUIT. ELECTRICAL SYSTEM SHALL BE DESIGNED IN ACCORDANCE WITH LANDLORDS CRITERIA AS OUTLINED IN THE DESIGN MANUAL. 10. TENANTS CONTRACTOR SHALL PROVIDE A FIRE WATCH AND PORTABLE FIRE EXTINGUISHER. ARCHITECTURAL T -1 GENERAL INFORMATION A -1 CONSTRUCTION PLAN A -2 FLOOR FINISH PLAN A -3 REFLECTED CEILING PLAN A� CASHWRAP DETAILS A ENLARGED TOILET PLAN /ELEVATIONS PILE c Plf N®� Permit No. Plar review approval Is subject to errors end omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt o f approved Field Copy is acknowledged: conditions /f/ By `n °�'�� 4 Date:, �� �G City of Tukwila ' BUILDING �__ _� �_ _�_�_ _ SITE PLAN VICINITY MAP 0 o 0 n n 0 n _ 0 I v i ii/ i tit Pi 1 i i I RATED WALLS SHALL BE SEALED TO PROVIDE FIRE, SMOKE APPROPRIATE AND /OR ACOUSTICAL ISOLATION OF SPACES WITH FIRE STOP MATERIAL. 16. ALL CHANGES IN PROJECT SCOPE DUE TO CONTRACTOR GENERATED ALTERNATES OR EXISTING FIELD CONDITIONS SHALL BE TRANSMITTED TO THE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. 17. THE GENERAL CONTRACTOR SHALL BE RESPONSIBL EFOR RECEIVING AND INSTALLING OF OWNER FURNISHED ITEMS LISTED UNO. 18. PROVIDE EXIT ILLUMINATION PER LOCAL CODES. YS 19. CONFIGURATFON INDI ONS HE COMPLY WITH ALL THE GOVERNING ORDINANCES AND LANDLORD CRITERIA. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS. 20. SPRINKLER HEADS MOUNTED IN HARD (GWB) CEILINGS TO BE FULLY RECESSED WITH WHITE CAPS. 21. INSTALL ALL COMPONENTS OF FIRE RATED ASSEMBLIES PER RATING CRITERIA. 22. INSTALL FIRE ALARM SYSTEMS TO COMPLY WITH LANDLORD CRITERIA AND LOCAL CODES AS REQUIRED. 23. FIRE SPRINKLER SYSTEM WORK AND FIRE ALARM SYSTEM WORK IS TO BE SUBMITTED UNDER SEPARATE PERMITS. 24. PROVIDE FINISH FLOOR UNDER ALL EQUIPMENT AND CASEWORK. S E PA f i� S U : ■ ►�i I TEAL S -1111111111.1111111"P- 0 ' I I %���� FIRE ALARM AND SIGNAGE UNDER SEPARATE SUBMITTAL. = pj I -\ UTHCENTER PK'l SCOPE OF WORK �I .rFr d WAI�l% / /� =pv . _ _ - I mo ..i k , BUILDING: THE WORK INCLUDES, BUT NOT LIMITED TO INTERIOR TENANT IMPROVEMENTS AND FINISHES, ITEMS FURNISHED BY THE OWNER AND INSTALLED BY THE CONTRACTOR AND ITEMS FURNISHED AND INSTALLED BY THE OWNER WITH FINAL CONNECTIONS BY THE CONTRACTOR. THE WORK ALSO INCLUDES, BUT NOT LIMITED TO, INTERIOR AND STOREFRONT SIGNAGE, HVAC SYSTEMS, ENERGY MANAGEMENT SYSTEMS, PLUMBING AND SYSTEMS. ELECTRICAL/LIGHTING S ON SITE: NO WORK,( �3. PROJECT �+ LOCATION SCALE: N.T.S. FOR ADDITIONAL ABBREVIATIONS ARCHITECTURAL ABBREVIATIONS SEE OTHER DESIGN DISCIPLINES ARCHITECTURAL SYMBOLS ACOUS. ACOUSTICAL ELEV. ELEVATION L. LONG, LENGTH PR. PAIR T.O.S. TOP OF STEEL ADJ ADJUSTABLE, ADJACENT ELEC. ELECTRICAL LAM. LAMINATE, LAMINATED PROJ. PROJECT T.O.W. TOP OF WALL A.F.F. ABOVE FINISHED FLOOR (SLAB) ENCL. ENCLOSURE L.F. LINEAR FOOT, LINEAL FOOT PRV PRESSURE REDUCING VALVE T &B TOP AND BOTTOM ALUM ALUMINUM EQ. EQUAL LIQ. LIQUID P.T. PRESSURE TREATED TEL. TELEPHONE ANOD. ANODIZED EXH. EXHAUST L.P. LOW POINT Q.T. QUARRY TILE TEMP. TEMPERED GLASS APPROX. APPROXIMATE EXIST. EXISTING LT.WT. LIGHT WEIGHT QTR. QUARTER TYP. TYPICAL BD. BOARD EXP. EXPANSION MSS. MASONRY R RADIUS UTIL. UTILITY B.F.F. BELOW FINISHED FLOOR (SLAB) EXT. EXTERIOR MAX. MAXIMUM R.C. REFRIGERATION CONTRACTOR U.B.C. UNIFORM BUILDING CODE BLDG. BUILDING F.D. FLOOR DRAIN M.B.S. METAL BUILDING SUPPLIER R.C.P. REFLECTED CEILING PLAN U.N.O. UNLESS NOTED OTHERWISE BLK. BLOCK FDN. FOUNDATION MECH. MECHANICAL R.D. ROOF DRAIN V.C.T. VINYL COMPOSITION TILE BLK'G. BLOCKING FF FACTORY FINISH MEG. MANUFACTURING R.L. ROOF LEADER VERT. VERTICAL BM. BEAM FMS FLAT HEAD SCREW MFR. MANUFACTURER RECD. RECEIVED V.I.F. VERIFY IN FIELD BOT. BOTTOM FL. FLOOR M.H. MANHOLE REFRIG. REFRIGERATION W/ WITH BTWN. BETWEEN F.1.0. FURNISHED AND INSTALLED MIN. MINIMUM REINF. REINFORCING W/O WITHOUT CB CATCH BASIN BY OWNER M.I.P. METAL INSULATTED PANEL REQ'D. REQUIRED WD. WOOD C.G. CORNER GUARD FIN. FINISH MISC. MISCELLANEOUS R.O. ROUGH OPENING WDW. WINDOW C.I. CAST IRON F.R.P.P. FIBER REINFORCED PLASTIC M.O. MASONRY OPENING SCHED. SCHEDULE WHS. WELDED HEAD STUD C.I.P. CAST IN PLACE PANEL(S) M.R. MOISTURE RESISTANT S.C. SOLID CORE W.P. WATERPROOF C.L. CENTER LINE FRT. FIRE RETARDANT TREATED MULL. MULLION SHE. SHEET W.R. WATER RESISTANT CLR. CLEAR FTG. FOOTING MTD. MOUNTED SIM. SIMILAR WT. WEIGHT CLG. CEILING GA. GAUGE MTG. MOUNTING S.I.O. SUPPLIED AND INSTALLED W.W.F. WELDED WIRE FABRIC CMU CONCRETE MASONRY UNIT GALV. GALVANIZED MTL. METAL BY OWNER Y.D. YARD DRAIN COL. COLUMN G.C. GENERAL CONTRACTOR N.I.C. NOT IN CONTRACT S.I.V. SUPPLIED AND INSTALLED CONC. CONCRETE GWB GYPSUM WALLBOARD, GYPSUM NOM. NOMINAL BY VENDOR CONT. CONTINUOUS BOARD N.T.S. NOT TO SCALE S.O.I.C. SUPPLIED BY OWNER INSTALLED CONSTR. CONSTRUCTION H.B. HOSE BIBB O.A. OVERALL BY CONTRACTOR CONTR. CONTRACTOR H.C. HANDICAPPED O.C. ON CENTER SQ. SQUARE C.T. CERAMIC TILE H.M. HOLLOW METAL O.D. OVERFLOW DRAIN S.S. SERVICE SINK, SANITARY SEWER DBL DOUBLE HORIZ. HORIZONTAL O.H. OVERHEAD SST STAINLESS STEEL DIM. DIMENSION H.P. HIGH POINT OP'G OPENING STD. STANDARD DTL. DETAIL HT. HEIGHT OPP. OPPOSITE STL. STEEL D.F. DRINKING FOUNTAIN HTR. HEATER PTN. PARTITION STRUCT. STRUCTURE, STRUCTURAL D.S. DOWNSPOUT HVAC HEATING, VENTILATION, AND PERP. PERPENDICULAR SUSP. SUSPENDED DWG. DRAWING AIR CONDITIONING PL. PLATE, PROPERTY LINE SYS. SYSTEM EA. EACH IBC INTERNATIONAL BUILDING CODE PLAS.LAM. PLASTIC LAMINATE T TREAD, TOP E.F.S. EXTERIOR FINISH SYSTEM INSUL. INSULATION PLYWD. PLYWOOD T.O.J. TOP OF JOIST E.I.F.S. EXTERIOR INSULATION AND INT. INTERIOR PLBG. PLUMBING T.O.M. TOP OF MASONRY FINISH SYSTEM JT./JTS. JOINT, JOINTS PNL. PANEL, PANELING T.O.P. TOP OF PARAPET SYMBOLS NORTH ARROW ^ _ - n DETAIL DETAIL IDENTIFICATION PROJECT NORTH ITEM S.I.O I I MATERIALS REVISION CLOUD OR N.I.C. CUT LINE - DEFINES THE . �` ARROW �� L J DETAILED ELEMENT © AND DELTA r~ GYPSUM BOARD it TRUE NORTH A8.01 SHEET WHERE INDICATOR DRAWN DOOR MARK 50' -0" A.F.F. WORK, CONTROL [::,11 CONCRETE ITEM S.O.I.0 OR S.I.C. l EARTH y:- ; r.> GRAVEL DATUM OR POINT WALL SECTION DOOR CODE - DETAIL IDENTIFICATION REFER TO 2580A CUT LINE - DEFINES THE SCHEDULE SLOPE DOWN SLOPE DIRECTION WITH DATUM MARK NEW CONSTRUCTION - SHOWN SOLID �� A CMU OR BRICK DETAILED ELEMENT WINDOW, RELITE OR 1/8" PER FOOT A7.01 LOUVER MARK �LSHEET __ = PLYWOOD - •••••.: RIGID INSULATION WHERE DRAWN WINDOW S PRINKLER MAIN 6 NUMBER - REFER , i11UOt BATE' INSULATION BUILDING SECTION TO SCHEDULE , CONSTRUCTION TO REMAIN LIGHT BACKGROUND r MI WOOD MEMBER DETAIL IDENTIFICATION 6 EQUIPMENT MARK EXISTING PROPERTY LINE - SHOWN VI WOOD BLOCKING A 3.01 EQUIPMENT ,.� g ra FINISHED WOOD =Nam El � °■ ■ SHEET WHERE DRAWN NUMBER - REFER TO SCHEDULE FENCE EXTERIOR ELEVATION IIIIIIfIIIII ACOUSTICAL TILE STEEL DETAIL IDENTIFICATION ROOM MARK x x x x x x x x 8 ROOM - ROOM NAME EXISTING CONSTRUCTION TO BE V , ALUMINUM BREAKLINE E.I.F.S. .02 I- REMOVED - SHOWN DASHED A 3 SHEET WHERE DRAWN I 100 ROOM NUMBER \C - INTERIOR ELEVATION COLUMN GRIDS WALL TYPE MARK SOUND INSULATION DETAIL IDENTIFICATION \ 5.03. 6 B 4' WALL TYPE 0 FE FIRE EXTINGUISHER SHEET WHERE DRAWN X = NOTE CARTOYS A better way to go: 16935 Southcenter Parkway Tukwila, WA 98188 smith c*• 1725 westlake ave. n. suite 210 seethe, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith @smithco.org http: / /www.smithco.org/ Consultant • - - REVIE \NED Pd E CODE COMP'` APPROVED JUN - 6 2008 Consultant Registration Issues and Revisions No. Date 1 04.15.08 RECEIVED 1 A LA MAY 2 . 7 2008 •jIijr? v • PERMIT CENTER Scale AS NOTED T -1 Issues Template 4.3 (120101) PERMIT REGISTERED ARCHITECT KE STATE OF WASHINGTON 6294 CORHEGT10 LTR# Project Name CARTOYS SOUTHCENTER Project Number 02006088.00 Description GENERAL INFORMATION Computer File CW05- 2008- T1.DWG Architect Registration By Check All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. IIc and were created, evolved, -and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. 11c. KLS WALL PARTITION DOOR SCHEDULE SEE RESPONSABILITY SCHEDULE ON Ti. FINISH LEGEND <co SEE RESPONSABILITY SCHEDULE ON Ti. ATTACH TO NO. ROOM NAME DOOR SIZE DOOR MATERIAL DOOR FINISH FRAME MATERIAL FRAME FINISH HARDWARE GROUP NOTES NO. MATERIAL MANUFACTURER SPECIFICATIONS P -1 PAINT BENJAMIN MOORE BEIGE - #967 FLAT EGGSHELL .•IRV . GWB BY LL —•-¢ s R RIGID INSULATION + + ►+ : : :; ►++ O 44* ►+++i+i + ++ ►+++ + +; ++ +.+ ++ 6" SLOIIILD TRACK (SLP -TRK OR EQ.) ATTACH TO . STRUCTURE ABOVE 4 HOLD GWB DOWN FOR N VENTILATION RETURN 3 5/8" 20 GAGE METAL STRUCTURE ABOVE SALES SIDE 2X4 SUSPENDED CEILING OR GWB FRONT ENTRY EXISTING X 7' -O" ALUM /GLASS GLASS ALUM. ANOD. ALUM. CO 4, 5, 6, 7 P -2 PAINT BENJAMIN MOORE BEIGE - #967 SEMI -GLOSS P -3 PAINT BENJAMIN MOORE BLUE - #2067 -60 FLAT EGG SHELL 2X4 SUSPENDED CEILING OR GWB — •r F ca 2X4 SUSPENDED CEILING OR GWB 2 O STOCK ROOM " 4 ' -0 X 8'-O" 20 MIN RATED METAL P -2 METAL P -2 ( —) A O 1, 2, 5, 6, P -4 PAINT BENJAMIN MOORE BEIGE - #967 SATIN LOW LUSTRE # — F --1 CARPET PATCRAFT SCHOOL DAZE COLOR /LUNCH MONEY - SALES v;-...,s,:-.7.e...-.7.,7,.«..4 4I -19 AS INDICATED e :•:-. ; � ++ +i+ ::0.� "; STUDS AT 16" O.C. WITH ONE LAYER 5/8" GYPSUM r BOARD. f x 3 5/8" 20 GAGE METAL r' STUDS AT 16" O.C. WITH " ONE LAYER 5/8" GYPSUM s BOARD. 3 5 8 20 GAGE METAL / " STUDS AT 16" O.C. WITH 3 5/8' 20 GAGE METAL ONE 5/8" GYPSUM ' BOARD TO 6 ABOVE RESTROOM 3' -0" X 6' -8" METAL P -2 METAL CP -) ® 1, 2, 5, 6, F -2 SEALED CONCRETE BY GC ON PLAN 1► ►+ :+!+�1 F -3 CERAMIC TILE DAL TILE T.B.D. 5/8" GYPSUM ONE LAYER 5 / FINISHED CEILING.. Q REAR EXIT EXISTING 3' -0" X T -0" EXISTING P -2 METAL P -2 3, 4, 5, 6, 7, 9 y g � C ORRIDOR SIDE - ; ` . ' ! SEE FINISH NOTES FOR FLOOR FINISH gOt'1 ► + +1 •►+++++, CO + ++ ++ O+ O ► + + + +� ► + + + + + l ++ + ++ + + + ++ �•�•�•� e TENANT SIDE 5 SECURE BOTTON TRACK TO CONCRETE SLAB , : USING POWER DRIVEN FASTENERS MIN. -145 ` AT 18" O.C. PAINTABLE FIRESTOP SEALANT BOTH SIDES a STOCK ROOM SIDE SEE FINISH NOTES FOR FLOOR FINISH SECURE BOTTON TRACK TO CONCRETE SLAB USING POWER DRIVEN FASTENERS MIN. .145 AT 18" O.C. SEE FINISH NOTES FOR FLOOR FINISH BOARD ON ONE SIDE. R ESTROOM SIDE SEE FINISH NOTES FOR FLOOR FINISH SECURE BOTTON TRACK X TO CONCRETE SLAB USING POWER DRIVEN FASTENERS MIN. .145 AT 18" O C. STOCK ROOM SIDE F -4 VINYL COMPOSITE TILE ARMSTRONG #51899 COOL WHITE F -5 MALL TILE MALL TILE PER SOUTHCENTER SPECIFICATIONS O PASSAGE DOOR 3 � -0 " X T -0" METAL P -2 METAL P -2 @C 3, 4, 5, 6, 7, 9 F -6 EXISTING TO REMAIN B--1 COVE BASE JOHNSONITE #86 - HUNTER GREEN - SALES AND OFFICE ONLY J OVAERHEAD GARAGE DOOR EXISTING 21'-- O" X 9' -0" METAL PAINT METAL. METAL B -2 6" VINYL COVE BASE ARMSTRONG #68 - PALE GRAY - STOCK, COORIDOR, RESTROOM ' ilV /. NOTE: ALL STEEL STUDS MUST BE SCREWED TOP AND BOTTOM ON BOTH SIDES. NOTE: ALL STEEL STUDS AND BOTTOM ON BOTH /. MUST BE SCREWED TOP SIDES. NOTE: ALL STEEL STUDS AND BOTTOM ON BOTH i / MUST BE SCREWED TOP SIDES. B - 3 " 6 TILE BASE DAL TILE T.B.D. DOOR HARDWARE CL -1 GYP. BD. CEILING NEW PAINTED GYP. BD. CL -2 SUSPENDED ACT NEW P1 WALL PARTITION 4WALL PARTITION '01 HOUR WALL PARTITION UL NO. U465 AO ENTRY PUSH /PULL HARDWAREE W/ LOCKSET, CLOSER WC -1 FRP PANELS STRUCTOGLAS WHITE (TO 48" A.F.F. WITH TRIMS, NO EXPOSED FASTENERS.) INTERIOR FINISH MATERIALS SHALL BE CLASS A OR CLASS B O PRIVACY LEVER HARDWARE (BRUSHED CHROME) NEW LOCK. KICK PLATES ON BOTH SIDES. DOOR NOTES I I I I ATTACH TO I I 6" SLOTTTED TRACK (SLP -TRK OR EQ.) ATTACH TO STRUCTURE ABOVE HOLD GWB DOWN FOR k VENTILATION RETURN TENANT SIDE 6" 20 GAGE METAL,_. STUDS AT 16 O.C WITH k ONE LAYER 5/8 GYPSUM i~ BOARD. © PANIC BAR HARDWARE WITH ALARM AND CLOSER 1. NEW DOOR SUPPLIED, INSTALLED AND FINISHED BY L.L.G.C. . 2. ALL NEW DOOR OPENINGS ARE NONBEARING OR NON -SHEAR WALLS. 3. SERVICE DOOR BUZZER WITH BUZZER STATIONS ABOVE CEILING AT CASHWRAP AND OFFICE. 4. EXIT DOORS SHALL NOT BE SUBJECT TO THE USE OF A KEY OR REQUIRE SPECIAL KNOWLEDGE TO OPERATE PER IBC 2006 5. INSTALL WALL DOOR STOPS AT HEIGHT OF DOOR KNOB AT ALL DOORS THAT SWING INTO OR OUT TOWARD A WALL. 6. INSTALL DOOR SILENCERS. 7. NOT USED 8. SALES TO CORRIDOR DOOR TO HAVE A DORMA DOOR CLOSER WITH MODEL C -DSTHO "HOLD OPEN ARM" #D 9. L.L.G.C. TO INSTALL A WIDE ANGEL PEEP HOLE. ANY DOOR NOT CONFORMING TO THIS PLAN OR CODE SHALL BE UPGRADED AS REQUIRED PER ALL CODES. SWING AND FORCE TO OPEN DOORS SHALL MEET THE REQUIREMENTS OF THE IBC 2006 SELF CLOSING DEVICES SHALL MEET THE REQUIREMENTS OF THE IBC 2006 PANIC HARDWARE SHALL BE PROVIDED FOR ALL EXIT DOORS PER THE REQUIREMENTS OF IBC 2006 STRUCTURE ABOVE 3 5/8" 20 6" SLO I I lED TRACK (SLP -TRK OR EQ.) I•, ATTACH TO STRUCTURE ABOVE OLD GWB DOWN FOR I K VENT1LATlON RETURN 3 5/8" 20 GAGE METAL � 2X4 SUSPENDED CEILING OR GWB GENERAL NOTES CK ROOM SIDE STOCK TENANT SIDE 4I 1 T TO COVER WINDOWS WITH PLAIN PAPER UNTIL THE END OF CONSTRUCTION. WINDOWS MUST THEN BE CLEANED AFTER REMOVAL AND ANY TAPE ADHESIVE REMOVED. PAPER TO BE REMOVED AND WINDOWS TO BE CLEANED PRIOR TO TURNOVER T.G.C. TO VERIFY DOORS IN THE MEANS OF EGRESS SYSTEM TO BE OPERABLE FROM INSIDE WITHOUT USE OF A KEY OR ANY 2. SPECIAL KNOWLEDGE OR EFFORT, 3. INTERIOR WALL AND CEILING FINISH MATERIALS IN MERCANTILE OCCUPANCIES SHALL BE CLASS A OR CLASS B 4. T.G.C. SHALL PROVIDE SUFFICIENT NUMBER OF 2A1OBC FIRE EXTINGUISHERS SO THAT A FIRE EXTINGUISHER CAN BE REACHED WITHIN 75 FEET OF NORMAL TRAVEL FROM ANY POINT IN THE BUILDING. PLEASE TAKE INTO CONSIDERATION THAT FIRE EXTINGUISHERS SHOULD BE LOCATED NEAR EXITS. MOUNTING HEIGHT SHALL BE 4 FEET A.F.F. MAXIMUM. Y M 3 5/8" 20 GAGE METAL STUDS AT 16" O.C. WITH _ GAGE METAL $ l STUDS AT 16 O.C. WITH n ONE LAYER 5/8" GYPSUM BOARD. 6" 20 CAGE METAL STUDS AT 16" O WITH ONE LAYER 5/8" GYPSUM N BOARD '` D STU AT 16" O.C. WITH ONE LAYER 5/8" GYPSUM .C. ONE LAYER 5/8" GYPSUM BOARD ON ONE SIDE. RESTROOM SIDE SEE FINISH NOTES FOR FLOOR FINISH _: I TENANT SIDE SECURE BOTTON TRACK TO CONCRETE SLAB I ' USING POWER DRIVEN FASTENERS MIN. .145 AT 18" O.C. PAINTABLE FIRESTOP SEALANT BOTH SIDES BOARD ON ONE SIDE. a CORRIDOR SIDE T SEE FINISH NOTES FOR FLOOR FINISH I SECURE BOTTON TRACK TO CONCRETE SLAB I USING POWER DRIVEN ASTENERS MIN. .145 AT 18" O.C. PAINTABLE FIRESTOP SEALANT BOTH ► S ; .. SEE FINISH NOTES FOR FLOOR FINISH I SECURE BOTTON TRACK TO CONCRETE SLAB USING POWER DRIVEN I ^ FASTENERS MIN. AT 18" O.C. PAINTABLE L FIRESTOP SEALANT BOTH SIDES IV . NOTE: ALL STEEL STUDS MUST BE SCREWED TOP AND BOTTOM ON BOTH SIDES. 'IF / NOTE: ALL STEEL STUDS MUST BE SCREWED TOP AND BOTTOM ON BOTH SIDES. i' %rte / NOTE: ALL STEEL STUDS MUST BE SCREWED TOP AND BOTTOM ON BOTH SIDES. <>WALL PARTITION UL NO. U465 P6 WALL PARTITIO\ UL NO. U465 PO 1 HOUR WALL PARTITION UL NO. U465 LEGEND • DENOTES EXISTING WALL - - - - - 7_ :DENOTES EXISTING WALL TO BE REMOVED MMEMM: DENOTES NEW WALL DIETRICH METAL STUDS ICBO # 47841D LA R.R. NO. 25132 . SYMBOL DENOTES DOOR, SEE DOOR SCHEDULE FOR ADD'L INFO. 1. CONTRACTOR TO VERIFY ALL DIMENSIONS 2. DO NOT SCALE DRAWINGS ! ! ! A., NEW RFSIRODY FIXTURES RY CC UL RATED COILING 1 - H WI RATED FIRE DOUR ON FUSIBLE LIN FC2,FB2, W1,C1 1D' - 0' `;ff/i, '7.4 f ///. P714 'M/; %fff. fffi. 9ff /. fffi. ffff. 'cf/ Liouaq ■w = swam — FC2,FB2, W1,C2 2 UNOCCUPIED f /ri rf /r it.4 .4 VIr/ r/.4 ork nch i.puaq =low= — ELESS POD #1 FC2,FB2. W1,C2 FC2,FB2. W1,C2 C- 3/4 WIRELESS CENTER DESK WIRF1 F SS ACCESS work bench FC2FC2B,P82, W1,C2 12' -0• WIRELESS POD #2 UL RATED COILING 1 - HOUR RATED FIRE DOOR ON FUSIBLE LINK v z. r/i v.4 iii v.4 iii iffi %l/'p %ifD fife, it /. i'7, ari Ff WIRELESS POD #3 WALL POD COSTING DD11SNG WALL BY LL GC. PATH OF EGRESS 98 FT WALL POD 119' -0" SOFFIT ABOVE ACCESS SLED ACCC"C C SECURITY , 0! . I F:u. SATELLITE /NAVIGATI FCi.FB2, W1,WB,C2 RI4P92, W1,C1 JRI no COMMOI'. 00 algna- .ul od .JO�oal�oo snb .JOS s1!L WOO CARi A better way to go. 16935 Southcenter Parkway Tukwila, WA 98188 smith co. 1725 westlake ave. n. suite 210 seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith @smithco.org http://www.smithco.org/ Consultant — REVIEWED F OR CODE COMPLIANCE APPROVED JUN - 6 2008 . City Of Tukwila BUILDING DIVISION Consultant Registration Issues and Revisions No. Date 1 04.15.08 2 05.26.08 6294 Issues By Check PERMIT BLDG. COMMENTS RECEIVED CITY OF TU! WILA PERMIT CENTER Project Name CARTOYS SOUTHCENTER Project Number 02008018.00 Description FLOOR PLAN Computer File CW05- 2008— A1.DWG Scale AS NOTED Template 4.3 (120101) All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. IIc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. IIc. A -1 Architect Registration KLS KLS i F -4 CARPET CARPET TO STOCK C5 SCALE: N.T.S. In In In r voi FL. TRANSITION o w s J ),6 L J A 7 i 4 J LUNCHRM. 107 FC5.F82. W1,C2 MEN I 1 ENO a WAITING 105 FC2,FE12, W1,C1 10 -0" N CAR 104 FC2.FR2, W1,02 r -3 1rr Lk coCRICOR 118 12-0' 112 FC5,FB1, 52,113 A C6 • 0. 34' -6° FINISH PLAN SCALE: 1/8' - 1' - 0' RADIO #3 103 FC W1,C2 W 3/4 UNOCCUPIED 106 FC4,FE2, W1,C4 OPEN F -1 THRESHOLD uouaq 1 rpom 101 FC2.F W1,C2 W - 0 3/4• RADIO • d 4 . iL SCALE: N.T.S. work bench 68'-0" MALL FINISH n LAN . t_ > 4 ENTRANCE FL. TRANSITION INSTALL 115 FC2,FB2. 17 -o• tpuaq >j.JOM RADIO #2 102 FCZF92, W1.02 ■'-. 3/4 work bench SALES 100 FC2,FC213,P82, 81,102 34' -6" 119' -0" SCALE: N.T.S. L 0 .0 FL. TRANSITION 108 FC2,FB2, W1,WRC2 F -3 '4 CARPET *MMMOMM SALES FLOOR 21' -0" NOuaq r1JoM 1 STOCK PARTS 113 FO4,F92, W1,C4 OPEN F -1 OFFICE 109 FC2.FB2, W1,C1 0 EXTERIOR CONC. SLAB THRESHOLD INTERIOR CONC. SLAB F -4 A F1 19 --0° 32 ` 0 n n x. S alq °a- a.uind a Jot. :allot q_snp STOCKROOM TO EXIT FL. TRANSITION SCALE N.T.S. 'Au + M1Ds alga_ SHOP 118 FC2.FH2, WLC2 12•-o• ,Jos =>DwOo 18' -0" MSS laund EUl 18' -0° / ` \\ 1 I \\�_��% 18' -0" 18' -0" CONTRACTOR'S NOTE WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS. DO NOT SCALE DRAWINGS. CONTRACTOR'S MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF WORK, TO TENANT REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. EXTRAS WILL NOT BE ALLOWED FOR JOB OR CODE COMPLIANCE CONDITIONS AFTER COMMENCEMENT OF CONSTRUCTION. FLOOR FINISH NOTES AMTICO FLOOR CLEANING PREPARE BRAVO SOLUTION AS PER THE INSTRUCTIONS NOTED ON THE BOTTLE. FOLLOW ALL SAFETY INSTRUCTIONS. PARTICULARLY NOTING THAT A FLOOR CAN BECOME SLIPPERY DURING THE STRIPPING PROCESS. APPLY PLENTY OF BRAVO SOLUTION OVER A MANAGEABLE AREA. ALLOW 5 -10 MINUTES CONTACT TIME. EITHER MACHINE SCRUB WITH BLUE 3M PAD OR AGITATE SOLUTION WITH MOP. DO NOT ALLOW SLURRY TO DRY ON FLOOR. EITHER REMOVE SLURRY WITH WET VACUUM MACHINE OR MOP AND BUCKET. RINSE FLOOR TWICE WITH CLEAN WATER. ALLOW TO DRY APPLICTION OF CAREFREE COMPLETE SEALER LOAD MOP WITH CAREFREE COMPLETE SEALER (DO NOT USE THE SAME MOP USED TO APPLY STRIPPING.) APPLY A THIN EVEN COAT WITH OVERLAPPING PASSES. ALLOW TO DRY APPROX. 30 MINUTES. APPLY SECOND COAT AT 90 DEGREE TO FIRST. ALLOW TO DRY APPROX. 30 MINUTES. DO NOT BUFF FOR 24 HOURS. AFTER INSTALLATION NOTES AMTICO MUST BE COVERED WITH HEAVY PAPER AFTER BEING STRIPPED, BUFFED AND WAXED. (DO NOT USE HEAVY TAPE LIKE DUCT TAPE) USE MASKING TAPE. T.G.C. TO WAX VCT IN STOCK ROOM AND TOILET ROOM W/ GENERIC WAX PRIOR TO TURNOVER. T REIAEWED CODE COMPLIANCE APPROVED JUN - 6 2008 City Of Tukwil B ILDIN DIVISION 16935 Southcenter Parkway Tukwila, WA 98188 smith co. 1725 westlake ave. n. suite 210 seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith @smithco.org http: / /www.smithco.org/ Consultant Consultant Registration Issues and Revisions No. Date 1 04.15.08 Issues Project Name CARTOYS SOUTHCENTER Project Number 02008018,00 Description FLOOR PLAN Computer File CW05- 2008— A21DWG Scale AS NOTED Template 4.3 (120101) A -2 REGISTERED ARCHITECT KEI I STATE OF WASHINGTON 6294 Architect Registration PERMIT KLS RECEIVE By Check J ADD 1 5 1f1f18 APR 0 w 6Vv PLHn�i r CENTEb All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. llc. E - EXISTING FIXTURE REFLECTED CEILING LEGEND R - RELOCATED FIXTURE N - NEW FIXTURE 17 .^v— TRACK WITH HEADS X A/C SUPPLY GRILLE ® EXIT SIGN - CEILING MOUNTED LIGHT 9■P EMERGENCY LIGHT - CEILING MOUNTED X RETURN AIR GRILLE 2 X 4 FIXTURE PRISPATIC I d EXHAUST FAN / LIGHT COMBO 4' LIGHT 2 X 2 FIXTURE PARABOLIC ii STRIP 0 RECESSED DOWN LIGHT MECHANICAL CONTRACTOR'S NOTE CONTRACTOR'S NOTE CEILING MOUNTED MECHANICAL EQUIPMENT TO REMAIN. G.C. TO RELOCATE SUPPLY AND RETURN DIFFUSERS AS NECESSARY PER NEW WALL LAYOUT. G.C. TO VERIFY THAT THE LOCATION OF THE EXISTING EQUIPMENT DOES NOT INTERFERE WITH NEW CONSTRUCTION. WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS. DO NOT SCALE DRAWINGS. CONTRACTOR'S MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF WORK, TO TENANT REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. EXTRAS WILL NOT BE ALLOWED FOR JOB OR CODE COMPLIANCE CONDITIONS AFTER COMMENCEMENT OF CONSTRUCTION. NOTE: INSTALL AREA IS SEMI -H ATED, EXISTING PORTION S EXISTING 1 ANY MECHANICAL WORK 10 BE UNDER SEPARATE P MMMMMONEMMM=AMMMMMENRMW i ii i IN SEISMIC ZONES: COMPRESSION POST @ 12' ON CENTER EACH WAY IN THE < FIELD AND 6' MAXIMUM FROM WALL EDG GRID T AND STRUCTURE ABOVE LING LOCATE STRUTS ON MAIN RUNNERS. T -BAR VERTICAL SUSPENSION WIRES: #12 WIRE @ 4' -0' ON CENTER EACH WAY LOCATE ON MAIN RUNNERS. ALSO LOCATE 8' OFF OF EACH WALL FOR BOTH MAIN AND CROSS RUNNERS. (4) L #12WIRESI BRACING AT 12' -0' O.C. MAX. AND 6' MAX. FROM WALLS AND SPLAYED 90° @ 45° ANGLE MAXIMUM FRO PLANE OF CEILIN., H.D. T -BAR SYSTEM CROSS RUNNER T -BAR SYSTEM MAIN RUNNERS SHALL BE RESTRAINED W /POP RIVET PER SYSTEM MANUFACTURERS RECOMMENDATIONS NOTE: SCREW ALL LIGHT FIXTURES TO T -BAR PROVIDE #12 SLACK WIRES ATTACHED TO EA. FIXTURE AT TWO OPPOSING CORNERS STRUT SIZE 3/4' DIA. RIGID 1' DIA. RIGID il NEW 2X4 FLUSH PARABOUC LIGHT 1 I III III III III III III III III 1111111 1111111 IMI II III I 1111111 III III III III 11111111111 III III III III 11 II 1 1 1 1 1 111111 " 1 1 "I 1 41 i i I I p 7V ......wwwimm. . =MM. I . - I i - - 1 1 Ell Inn% . 1 -- • , EMMEMMENEWIM "r I — 'AMMOW.-WWNWAIMMEMMEMMEMEMMEMMTEMEMM iMEMONS1WMMEMMOMEMMEMMEMEMMEMEMERIMMEMM MI MEMEMEMMUMM UM UM MIN MEM MMO117777MMOMMIN MIMMEMMAINMENMEMMEMEMMEMMEMMEMMEMEMMMEMPAM MOM MMIMMUKAMMIMMOMMEMMEMMEMEMEMMEMMINEMIRMEMEMEM MMEMUOMErMAMMISIMIN MEM MEM mmorommorimmammommum , .1 II • EIMUINIENiiiiiii 1■4111M1r !ME witimmp REMEMINIUMWEElliiiiiiIMMIM.1 mot ‘01,1 '" 711101•• NV NEW MP. BD CEUNG BY PAIN1W 79 10 \ z NEW 21(4 SUSPENDED CEILING AT 12' -'. MAIN RUNNER SELF - TAPPIN 1 -5/8' DRY 1 WALL SCREWS\ 2 24' O,C, PERIMETER WIRE METAL CONDUIT METAL CONDUIT BACK TO BACK 2 -1 /2'x 20 GA. METAL STUD SCRFWED TIIFFTHFR @ 24' D.C. SINGLE 2 -1/2' x PO GA. METAL STUD (MIN; 018 IN. WALL ANGLE TYPICAL 3 -TURNS MIN. AT WIRES, TYPICAL 3/4' MIN. MAX. LENGTH U' -6' 15' -0' NOT TO SCALE REFLECTED CEILING PLAN SCALE- 1/8' - 1' -O' COMPRESSION STRUTS @ 12' -0' ON CENTER EACH WAY. 3/8' MINIMUM CLEAR CROSS RUNNER OR MAIN, TYPICAL. NOTE: TIE TO ADJACENT C kl i RUNNERS. SS PLAN SECTION SUSPENDED CEILING FINISH FLOOR CEILING BRACING NOT TO SCALE 119' -0" NOTE: PROVIDE 1 FC OF EMERGENCY LIGHTING REQUIRED ALONG ENTIRE PATH OF EGRESS MEASURED AT FLOOR AT LIGHT FIXTURE ATTACH NO, 12 GAUGE HANGER WIIRE WHICH SHALL BE ATTACHE THE GRID MEMBE WITHIN 3' OF EAC CORNER OF EACH FIXTURE, TYPICA FROM THE FIXTURE HOUSING TO THE STRUCTURE ABOVE, ONE @ EACH END,TYP LIGHT FIXTURE NOTE LIGHT FIXTURES SHALL BE INDEPENDENTLY SUPPORTED AT EA, END SUSPENDED CLG. © LIGHT NOT TO SCALE INSTALL 34' -6" 34' -6" 21' -0" NEW EAT LIGHT BY LLG.C. SEE ELECTRICAL PLANS. 19' -0" 18' --0" 18' -0" 18' -0" ' — REVIEWED FOR CODE COMPLIANCE APPROVED JUN - 6 2008 at Of Tukwila B• ILDING DIM` _ ION CAR•TOYS A better way to go. 16935 Southcenter Parkway Tukwila, WA 98188 math c*. 1725 westlake ave. n. suite 210 seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith @smithco.org http://www.smithco.org/ Consultant Consultant Registration Issues and Revisions No. Date 1 04.15.08 2 05.26.08 Project Number 02008018,00 Description FLOOR PLAN Scale AS NOTED Template 4.3 (120101) A -3 6294 Architect Registration REGISTERED ARCHITECT Computer File CW05- 2008— A3,DWG STATE OF WASHINGTON Issues By Check PERMIT BLDG. COMMENTS RECEIVED CITY or TUKWItA PERMIT CENTER Project Name CARTOYS SOU THCENTER All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. KLS KLS % .;:,,77,),. -...., CALL OUT ,.# PLAM-1 FORMICA 837 58 "GRAPHITE" I 17 WILSONART #7990-60 "FUSION MAPLE" . TYP = I I I . • .. . -\- EIPT SLOTA : . . / : , , --.... k 6 k . V-2 2 '1, • -8 " ' g' ■'•—■ 7 7 ' 7 7 \ FINISH SCHEDULE CALL OUT FINISH COLOR PLAM-1 FORMICA 837 58 "GRAPHITE" PLAM-2 WILSONART #7990-60 "FUSION MAPLE" . TYP = I I I . • .. . -\- HHLMUUN I (..;,A11UHAVVLI FINISH BACK OF SHROUD SHROUD TO DE MOUNTED WITH W c4o ( I -4 F lir TYP. V-6 " . TYP = I I I . • .. . -\- EIPT SLOTA : . . / : , , --.... HHLMUUN I (..;,A11UHAVVLI FINISH BACK OF SHROUD SHROUD TO DE MOUNTED WITH W 0 I W F F lir TYP. BLACK PLASTIC PULLS ( (2) ADJUSTABLE SHELVES, T TYP = I I I . • .. . -\- EIPT SLOTA : . . / : , , , k . '1, ' g' ■'•—■ 7 7 ' 7 7 \ \ ' OPEN O OPEN -IN 1 rp C CASHDRAWER I ) ). I 11 G G - 3 I If-3 1 OPEN 1,--J O 4 "I J . J . . I I, J • • , / • , -, . / . . . 11120r,43Milli L (). SIDE ELEVATION vw-e 1,1 CD _ SECTION 1 1 1 SECTION N CASHDRAWER BY OWNER • PLAM 2 PLAM 2 PLAM-2 PLAM-1 RUBBER BASE DRAWER N 3/4" WOOD STOP BLACK REMOVABLE 1/8" MASONITE DIVIDERS SMOOTH BOTH SIDES PROVIDE HARDWARE HANGING FILES WHERE INDICATED BLACK MELAMINE INSIDE CABINETS ACCESS PANEL W/FINGER PULLS • • REMOVABLE /r 1/8" MASONITE ,..',.., DIVIDERS SMOOTH --.' ..' ,V BOTH SIDES , 4 , , 0 01:0 P (1) ADJ. SHELF f '— /: BLACK MEL. ... : ••\ '',. ....- N N 0 SIDE ELEVATION 1--1.-o- 0 SECTION 0 SECTION THESE FIXTURES FIXTURES ARE PROVIDED BY OWNER INSTALLED BY G.C., ATTACHMENT TO FLOOR AND CEILING BY G.C. TRASH BY OWNER 1'-7 NW PROVIDE BUILT IN ,RAIL SUPPORT FOR HANGING FILES LINE OF BASE CABINET BELOW DIVIDER CEN R FILE UNIT BASE UNIT REGISTER TRASH HANDICAP COUNTER 3/4" WOOD STOP BLACK 2" GROMMET HOLE W/BEI GE COVER 3'-0" CASHWRAP PLAN (-,;(') FRONT ELEVATION 1^-i•-o- REAR ELEVATION 8 F • • F — — — 1. 8 1'-6" 1_i LI I --- -- --- OPEN IN FRONT DIRECTLY BEHIND SHROUD PROVIDE ACCESS IN FRONT FOR WIRING AND CABLING 9101)1111111M1 15'-6" 0 ALL DRAWERS SHALL HAVE 100# ACCURIDE GUIDES TRASH 0 0 LC)D3 1'-6" REGISTER 0 3/4" FLEX CONDUIT RUN 12" PAST BOTTOM OF BASE W/ PREWIRE UL LISTED PLUG NI" 1,11 BASE UNIT KLE UNIT HANDICAP co,6 NT ER rnico N 3'-0" 17 I I 11 - RECEIPT SLOTS 1/4" x 4" CENTER IN CD N DIVIDER DIVIDER \- CD PLAM-2 COUNTERTOP N PLAM -2 COUNTERTOP PLAM- 2 SHROUD PLAM -1 BASE PLAM-2 COUNTERTOP PLAM-2 COUNTERTOP RUBBER BA REVIEWED FOR CODE COMPLIANCE APPROVED JUN 6 2008 fTukita BUILDIN DIVI ION 16935 Southcenter Parkway Tukwila, WA 98188 faith co. 1725 westlake ave. n. suite 210 seethe, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith@smithco.org http://www.smithco.org/ Consultant Consultant Registration Issues and Revisions No. Date 1 04.15.08 Issues Project Number 0200801 8.00 Description CASH WRAP DETAILS REGISTERED ARCHITECT .111 KE STATE OF WASHINGTON 6294 PER\AIT KLS Project Name CARTOYS SOUTHCEN TER Computer File CW05-2008— A4. DWG Scale AS NOTED Template 4.3 (120101) A-4 Architect Registration trzlIsEpl-tm hFR M 3 Ma By Check PERMIT CENTEFt All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. 11c. RESTROOM ACCESSORIES SCHEDULE MARK DESCRIPTION FURN /INST. REMARKS FINISH 0 LAVATORY AND FAUCET G.C. / G.C. HANDICAPPED ACCESSIBLE WHITE /CHROME 0 WATER CLOSET C.C. / G.C. HANDICAPPED ACCESSIBLE WHITE 0 GRAB BARS G.C. / G.C. 36" REAR / 42" SIDE 1-1/2" DIA. STAINLESS STEEL TEXTURED GRIP K -) L' PAPER TOWEL DISPENSER G.C. / G.C. SURFACE MOUNT, HANDICAPPED MOUNTING HEIGHT PLASTIC ACRYLIC 0 TOILET PAPER DISPENSER G.C. / G.C. SURFACE MOUNT, HANDICAPPED MOUNTING HEIGHT PLASTIC ACRYLIC 0 \� MIRROR G.C. / G.C. 30" X 36" HANDICAPPED MOUNTING HEIGHT STAINLESS STEEL FRAME 0 TOILET SEAT COVER DISPENSER G.C. / G.C. SURFACE MOUNT, HANDICAPPED MOUNTING HEIGHT PLASTIC 0 SOAP DISPENSER G.C. / G.C. MOUNT ON MIRROR FACE CLEAR ACRYLIC 0 DOOR SIGNS G.C. / G.C. HANDICAPPED ACCESSIBLE SIGNAGE BLACK WITH WHITE LETTERING 0 EXHAUST FAN G.C. / G.C. DIRECT WIRE TO LIGHT SWITCH WHITE WO RESTROOM PLANS AND DETAILS V E N 111 FC5,FB1, W2,C3 g ,_ 0 „ H.C. RESTROOM PLAN RESTROOM NOTES HEIGHT HANDICAPPED ACCESSIBLE LEVER HANDLES AT 36 " -42" A.F.F. 3 , -0 „ 1. GRAB BARS 1-1/4"-1-1/2" --1 /4 " -1 -1 /2" DIAMETER MOUNTED 1-1/2" FROM WALL. BARS SHALL BE CAPABLE OF SUPPORTING 300 LBS. LIVE LOAD WITHOUT PERMANENT DEFLECTION. PROVIDE BLOCKING IN EXISTING WALLS AS REQUIRED. 2. FLOORS SHALL BE SMOOTH, HARD, NONABSORBENT SURFACE. 3. PROVIDE 5" COVED SANITARY BASE. 4. DIMENSIONS, NOTES AND EQUIPMENT TYPICAL FOR ALL TOILET ROOMS UNLESS OTHERWISE NOTED. 5. TOILET ROOM FAN TO BE INTEGRALLY SWITCHED WITH TOILET LIGHT, AND VENTED TO THE OUTSIDE. 6. GYPSUM BOARD APPLIED TO PLUMBING WALLS SHALL BE WATER - RESISTANT. 7. COMPLY WITH ADA REQUIREMENTS AND LOCAL HANDICAPPED CODE. 8. PROVIDE A 4' -0" HIGH PLASTIC LAMINATE WAINSCOT WITH STAINLESS STEEL TRIM, ON ALL WALLS. 9. HOT WATER TANK CALL -OUT SEE 2.02. VEN 112 FC5,FB1 , W2,C3 8 ,_ 0 „ SEAT COVER DISP. X 7 CSD GWB (PAINTED ) ON 1/2" PLY -WD SHEATHING ON THIS WALL ONLY 3' -0" • WAINSCOAT GRAB BAR 1'--6" H.C. RESTROOM ELEV. SCALE 1/2" = 1 ' -0" C2) SCALE 1/2" = r-0" TEMPERATURE SHIELDING ON SUPPLY AND DRAIN LINES H.C. RESTROOM ELEV. SOAP/ 30" X 36" MIRROR LEVER CONTROLS WAINSCOAT COVED SANITARY BASE Co 0 TEMPERATURE SHIELDING ON SUPPLY AND DRAIN LINES RCM HANDICAPPED SIGNAGE WHERE REQUIRED. SUPPLIED AND INSTALLED BY CONTRACTOR "ASI" PLAQUE TYPE ACRYLIC WITH SUBSURFACE GRAPHICS TEXT: SC901 "WHITE ". FIELD 5C905 "BLUE" 1/4" THICK, SURFACE APPLIED TO POOR, CENTER SYMBOL ON DOOR, 60' ABOVE FINISHED FLOOR. (UNISEX REST ROOM) 09—TOILET SIGNAGE v UNISEX 0 0 cnw 00 Vl 07_ r . f-cr 1 1/4" - 1 1 GRAB BAR, INSTALL PER MANUFACTURER SPECIFICATIONS. SEE 'ACCESSIBILITY NOTES' SHEET A0.2 FOR ADDITIONAL REQUIREMENTS SECURE TO BACKING PER MANUFACTURER REQUIREMENTS, TYPICAL. SCHEDULED WALL, TYPICAL. 1 -1/2" GRAB BAR DETAIL AClUAL SIZE COVED SANITARY BASE SCALE 1/2" = 1' -O" H.C. RESTROOM ELEV. HANDICAPPED ACCESSIBLE LEVER HANDLES AT 36 " -42" A.F.F. H.C. RESTROOM ELEV. SCALE 1/2" = 1 ' -0" GWB (PAINTED) — WAINSCOAT co 16935 Southcenter Parkway Tukwila, WA 98188 smi co. 1725 westlake ave. n. suite 210 seethe, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith @smithco.org http: / /www.smithco.org/ Consultant — REVIEWED FOR — CODE COMPLIANCE APPROVED JUN - 6 2008 City Of Tukwila B ILDING DIVISION Consultant Registration Issues and Revisions No. Date 1 04.15.08 Project Number 02006088.00 Scale AS NOTED Template 4.3 (120101) A -5 Architect Registration 6294 REGISTERED ARCHITECT KEI ' I STATE OF WASHINGTON Issues By Check PERMIT KLS Project Name CARTOYS SOUTHCENTER Description ENLARGED TOILET PLAN Computer File CW05- 2008— A5.DWG 1rR ! 3 /UUd PERMIT CENTER All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith colic. I J „0-,9 GWB (PAINTED) 3 / 3' -6" 1' -" n st WAINSCOAT o - T T \ r 1 -1/2" DIA. \ GRAB BARS U \ C o af TOILET PAPER DISP. z � f„ Is ' J J , � r Is WO RESTROOM PLANS AND DETAILS V E N 111 FC5,FB1, W2,C3 g ,_ 0 „ H.C. RESTROOM PLAN RESTROOM NOTES HEIGHT HANDICAPPED ACCESSIBLE LEVER HANDLES AT 36 " -42" A.F.F. 3 , -0 „ 1. GRAB BARS 1-1/4"-1-1/2" --1 /4 " -1 -1 /2" DIAMETER MOUNTED 1-1/2" FROM WALL. BARS SHALL BE CAPABLE OF SUPPORTING 300 LBS. LIVE LOAD WITHOUT PERMANENT DEFLECTION. PROVIDE BLOCKING IN EXISTING WALLS AS REQUIRED. 2. FLOORS SHALL BE SMOOTH, HARD, NONABSORBENT SURFACE. 3. PROVIDE 5" COVED SANITARY BASE. 4. DIMENSIONS, NOTES AND EQUIPMENT TYPICAL FOR ALL TOILET ROOMS UNLESS OTHERWISE NOTED. 5. TOILET ROOM FAN TO BE INTEGRALLY SWITCHED WITH TOILET LIGHT, AND VENTED TO THE OUTSIDE. 6. GYPSUM BOARD APPLIED TO PLUMBING WALLS SHALL BE WATER - RESISTANT. 7. COMPLY WITH ADA REQUIREMENTS AND LOCAL HANDICAPPED CODE. 8. PROVIDE A 4' -0" HIGH PLASTIC LAMINATE WAINSCOT WITH STAINLESS STEEL TRIM, ON ALL WALLS. 9. HOT WATER TANK CALL -OUT SEE 2.02. VEN 112 FC5,FB1 , W2,C3 8 ,_ 0 „ SEAT COVER DISP. X 7 CSD GWB (PAINTED ) ON 1/2" PLY -WD SHEATHING ON THIS WALL ONLY 3' -0" • WAINSCOAT GRAB BAR 1'--6" H.C. RESTROOM ELEV. SCALE 1/2" = 1 ' -0" C2) SCALE 1/2" = r-0" TEMPERATURE SHIELDING ON SUPPLY AND DRAIN LINES H.C. RESTROOM ELEV. SOAP/ 30" X 36" MIRROR LEVER CONTROLS WAINSCOAT COVED SANITARY BASE Co 0 TEMPERATURE SHIELDING ON SUPPLY AND DRAIN LINES RCM HANDICAPPED SIGNAGE WHERE REQUIRED. SUPPLIED AND INSTALLED BY CONTRACTOR "ASI" PLAQUE TYPE ACRYLIC WITH SUBSURFACE GRAPHICS TEXT: SC901 "WHITE ". FIELD 5C905 "BLUE" 1/4" THICK, SURFACE APPLIED TO POOR, CENTER SYMBOL ON DOOR, 60' ABOVE FINISHED FLOOR. (UNISEX REST ROOM) 09—TOILET SIGNAGE v UNISEX 0 0 cnw 00 Vl 07_ r . f-cr 1 1/4" - 1 1 GRAB BAR, INSTALL PER MANUFACTURER SPECIFICATIONS. SEE 'ACCESSIBILITY NOTES' SHEET A0.2 FOR ADDITIONAL REQUIREMENTS SECURE TO BACKING PER MANUFACTURER REQUIREMENTS, TYPICAL. SCHEDULED WALL, TYPICAL. 1 -1/2" GRAB BAR DETAIL AClUAL SIZE COVED SANITARY BASE SCALE 1/2" = 1' -O" H.C. RESTROOM ELEV. HANDICAPPED ACCESSIBLE LEVER HANDLES AT 36 " -42" A.F.F. H.C. RESTROOM ELEV. SCALE 1/2" = 1 ' -0" GWB (PAINTED) — WAINSCOAT co 16935 Southcenter Parkway Tukwila, WA 98188 smi co. 1725 westlake ave. n. suite 210 seethe, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith @smithco.org http: / /www.smithco.org/ Consultant — REVIEWED FOR — CODE COMPLIANCE APPROVED JUN - 6 2008 City Of Tukwila B ILDING DIVISION Consultant Registration Issues and Revisions No. Date 1 04.15.08 Project Number 02006088.00 Scale AS NOTED Template 4.3 (120101) A -5 Architect Registration 6294 REGISTERED ARCHITECT KEI ' I STATE OF WASHINGTON Issues By Check PERMIT KLS Project Name CARTOYS SOUTHCENTER Description ENLARGED TOILET PLAN Computer File CW05- 2008— A5.DWG 1rR ! 3 /UUd PERMIT CENTER All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith colic. I J „0-,9 GWB (PAINTED) LEVER CONTROLS _ lr T T \ r WO RESTROOM PLANS AND DETAILS V E N 111 FC5,FB1, W2,C3 g ,_ 0 „ H.C. RESTROOM PLAN RESTROOM NOTES HEIGHT HANDICAPPED ACCESSIBLE LEVER HANDLES AT 36 " -42" A.F.F. 3 , -0 „ 1. GRAB BARS 1-1/4"-1-1/2" --1 /4 " -1 -1 /2" DIAMETER MOUNTED 1-1/2" FROM WALL. BARS SHALL BE CAPABLE OF SUPPORTING 300 LBS. LIVE LOAD WITHOUT PERMANENT DEFLECTION. PROVIDE BLOCKING IN EXISTING WALLS AS REQUIRED. 2. FLOORS SHALL BE SMOOTH, HARD, NONABSORBENT SURFACE. 3. PROVIDE 5" COVED SANITARY BASE. 4. DIMENSIONS, NOTES AND EQUIPMENT TYPICAL FOR ALL TOILET ROOMS UNLESS OTHERWISE NOTED. 5. TOILET ROOM FAN TO BE INTEGRALLY SWITCHED WITH TOILET LIGHT, AND VENTED TO THE OUTSIDE. 6. GYPSUM BOARD APPLIED TO PLUMBING WALLS SHALL BE WATER - RESISTANT. 7. COMPLY WITH ADA REQUIREMENTS AND LOCAL HANDICAPPED CODE. 8. PROVIDE A 4' -0" HIGH PLASTIC LAMINATE WAINSCOT WITH STAINLESS STEEL TRIM, ON ALL WALLS. 9. HOT WATER TANK CALL -OUT SEE 2.02. VEN 112 FC5,FB1 , W2,C3 8 ,_ 0 „ SEAT COVER DISP. X 7 CSD GWB (PAINTED ) ON 1/2" PLY -WD SHEATHING ON THIS WALL ONLY 3' -0" • WAINSCOAT GRAB BAR 1'--6" H.C. RESTROOM ELEV. SCALE 1/2" = 1 ' -0" C2) SCALE 1/2" = r-0" TEMPERATURE SHIELDING ON SUPPLY AND DRAIN LINES H.C. RESTROOM ELEV. SOAP/ 30" X 36" MIRROR LEVER CONTROLS WAINSCOAT COVED SANITARY BASE Co 0 TEMPERATURE SHIELDING ON SUPPLY AND DRAIN LINES RCM HANDICAPPED SIGNAGE WHERE REQUIRED. SUPPLIED AND INSTALLED BY CONTRACTOR "ASI" PLAQUE TYPE ACRYLIC WITH SUBSURFACE GRAPHICS TEXT: SC901 "WHITE ". FIELD 5C905 "BLUE" 1/4" THICK, SURFACE APPLIED TO POOR, CENTER SYMBOL ON DOOR, 60' ABOVE FINISHED FLOOR. (UNISEX REST ROOM) 09—TOILET SIGNAGE v UNISEX 0 0 cnw 00 Vl 07_ r . f-cr 1 1/4" - 1 1 GRAB BAR, INSTALL PER MANUFACTURER SPECIFICATIONS. SEE 'ACCESSIBILITY NOTES' SHEET A0.2 FOR ADDITIONAL REQUIREMENTS SECURE TO BACKING PER MANUFACTURER REQUIREMENTS, TYPICAL. SCHEDULED WALL, TYPICAL. 1 -1/2" GRAB BAR DETAIL AClUAL SIZE COVED SANITARY BASE SCALE 1/2" = 1' -O" H.C. RESTROOM ELEV. HANDICAPPED ACCESSIBLE LEVER HANDLES AT 36 " -42" A.F.F. H.C. RESTROOM ELEV. SCALE 1/2" = 1 ' -0" GWB (PAINTED) — WAINSCOAT co 16935 Southcenter Parkway Tukwila, WA 98188 smi co. 1725 westlake ave. n. suite 210 seethe, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith @smithco.org http: / /www.smithco.org/ Consultant — REVIEWED FOR — CODE COMPLIANCE APPROVED JUN - 6 2008 City Of Tukwila B ILDING DIVISION Consultant Registration Issues and Revisions No. Date 1 04.15.08 Project Number 02006088.00 Scale AS NOTED Template 4.3 (120101) A -5 Architect Registration 6294 REGISTERED ARCHITECT KEI ' I STATE OF WASHINGTON Issues By Check PERMIT KLS Project Name CARTOYS SOUTHCENTER Description ENLARGED TOILET PLAN Computer File CW05- 2008— A5.DWG 1rR ! 3 /UUd PERMIT CENTER All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith colic.