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Home My WebLink AboutPermit D07-163 - BINW - TENANT IMPROVEMENTBINW 10848 EAST MARGINAL WAYS D07 -163 Parcel No.: Address: Suite No: Tenant: Name: BINW Address: 10848 EAST MARGINAL WY S , TUKWILA WA Owner: Name: E MARGINAL WAY PROPS LLC Address: 3006 NORTHUP WAY STE 101 , BELLEVUE WA 98004 Phone: Contact Person: Name: Address: Phone: Contractor: Name: Address: Phone: Value of Construction: Type of Fire Protection: Type of Construction: doc: IBC -10/06 Cityf 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 0323049164 10848 EAST MARGINAL WY S TUICW DAVID HELTON 4633 SW MAPLE WY , SEATTLE WA 98136 206 938 -5941 SEATTLE CONST RESOURCES INC 1414 ELLIOTT AV W , SEATTLE, WA 98119 206 -282 -7500 Contractor License No: SEATTCR101BZ $40,000.00 SPRINKLERS, AFA MB DEVELOPMENT PERMIT * * continued on next page ** Permit Number: Issue Date: Permit Expires On: Expiration Date: 02/05/2008 D07 -163 08/24/2007 02/20/2008 DESCRIPTION OF WORK: TENANT IMPROVEMENT: INCLUDES DEMOLITION, MINOR PARTITION MODIFICATION, AND UPGRADED FINISHES. NEW CANOPY AT ENTRY. Fees Collected: International Building Code Edition: Occupancy per IBC: $1,114.59 2003 0008 D07 -163 Printed: 08 -24 -2007 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signatur I hereby certify that I have read and governing this work will be complie The granting of this pe does construction or the p doc: IBC -10/06 City a'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 N Private: Profit: N Private: Date: Date: Permit Number: Issue Date: Permit Expires On: Public: Non - Profit: N Public: D07 -163 08/24/2007 02/20/2008 s permit and know the same to be true and correct. All provisions of law and ordinances er specified herein or not. resume to give authority to violate or cancel the provisions of any other state or local laws regulating ork. I am authorized to sign and obtain this development permit. C1=� 8 (24) o-7 Print Name: �I C 4-4 - E■ 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. D07 -163 Printed: 08 -24 -2007 Parcel No.: 0323049164 Address: 10848 EAST MARGINAL WY S TUKW Suite No: Tenant: BINW 1: ** *BUILDING DEPARTMENT CONDITIONS * ** doc: Cond -10/06 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: D07 -163 Status: ISSUED Applied Date: 05/03/2007 Issue Date: 08/24/2007 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 6: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 7: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 8: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 9: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 10: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 11: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 12: 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. 13: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 14: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary D07 -163 Printed: 08 -24 -2007 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 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. 15: 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. 16: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 17: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431- 3670). 18: 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. 19: ** *FIRE DEPARTMENT CONDITIONS * ** 20: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 21: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 22: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 806.9) 23: 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) 24: 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) 25: 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 extinguishers) 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) 26: 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) 27: 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) doc: Cond -10/06 D07 -163 Printed: 08 -24 -2007 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: 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) 29: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 30: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 31: 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) 32: 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) 33: 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) 34: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 35: 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) 36: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and/or recognized by the City of Tulcwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 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 Tulcwila 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 (206431 -3670) is required for this project. doc: Cond -10/06 D07 -163 Printed: 08 -24 -2007 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 40: The Tukwila Fire Department has changed keybox manufacturers, from Supra to Knox. Install a fire department Knox keybox. Contact the Tukwila Fire Prevention Office at 206 - 575 -4407 for ordering information. 41: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 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: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 45: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond - 10/06 * *continued on next page ** D07 -163 Printed: 08 -24 -2007 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. 1 G ic_L • C 1=� Date: B )Z4J '7 Signature: C Print Name: 12J i4 doc: Cond -10/06 D07 -163 Printed: 08 -24 -2007 CITY OF TUKWIL 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 ** SITE LOCATION Site Address: LOW A' MzA \ 1 5 Tenant Name: B £ N 14 Property Owners Name: 1"4 C Co. V4,1 1 • Co . t %t. . Mailing Address: 3 °b ( N 4% vv. Wei t t v ► \n 303 Name: hAN') > 4k t-Tht4 Mailing Address: 4463' S W 1/j el E -Mail Address: AI Vsfta e z 0 1 Company Name: ll Mailing Address: 14* WI rt+ AVi- . City Day Telephone: Fax Number: Expiration Date: Contact Person: G` y S to dTZ. E -Mail Address: Car" �GQkS L• *In Contractor Registration Number: SJAT) C ? 101 bZ. Company Name: al ‘11 1 Vet- eA et Mailing Address: 4(2 z ' W Mal kK1°�1 at I Contact Person: i �,\ \C4 1 E -Mail Address: o#VA \ au\. CA 201 Building Permit No. POI- US Mechanical Permit No. Plumbing /Gas Permit No. Public Works Permit No. Project No. (For office use only) King Co Assessor's Tax No.: 'L• dt,-. • a 44' Suite Number: Floor: V City New Tenant: ❑ Yes [r..No Day Telephone: wa State Zip CONTACT PERSON — who do we contact when your permit is ready to be issued IA 42 9'be -5(14 -) tvoot 9 s1 b State Zip City Fax Number: GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) State Zip 4 1, t 1.82- 1 it u ea ARCHITECT OF RECORD — All plans must be wet stamped by Architect of Record 5.2• WA ls V I A City State Zip Day Telephone: 'Lot 13gt - S `) 4- 1 Fax Number: ENGINEER OF RECORD — All plans must be wet stamped by Engineer of Record Company Name: 511 V U!. rsni;VV.4N` i w�Cs. Mailing Address: t 0 1Z1/ N`SA' (�vtVst. l cV; ' **I 5R Af 6 '01 0 1 AA `` City State Zip Contact Person: A .he f C Day Telephone: 1. Co 1 - 4i 44.. E -Mail Address: Atu e � t''O nrV� • v Fax Number: 2 o(e 1 Lt — '1 643 Q:kApplicetions\Porms- Applications On Li -2006. Permit Applicstion.doo Revised: 9-2006 Page 1 of 6 bn T BUILDING PERMIT INFORI TION - 206 - 431 -3670 T • Existing Building Valuation: $ * 00 Scope of Work (please provide detailed information): Lti}�t -i o' r +104e VII �(`� w O o .l cju• � Valuation of Project (contractor's bid price): $ 410 • it 1. . a. c .,.. k. 4 C ,rfl a)1. y• Q: Applications\Fovns- Applications On linel3 -2006 - Permit Application.doe Revised: 9.2006 bb • • U Will there be new rack storage? ❑ Yes 1r"'. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DMSION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) 'For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: 'Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 1 S Compact: Handicap: Will there be a change in use? ❑ Yes IX No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers IA 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. Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1" Floor 12 515 85 1. -0 -&- t11-1.1 b r Floor 3` Floor Floors thru Basement Accessory Structures Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck T BUILDING PERMIT INFORI TION - 206 - 431 -3670 T • Existing Building Valuation: $ * 00 Scope of Work (please provide detailed information): Lti}�t -i o' r +104e VII �(`� w O o .l cju• � Valuation of Project (contractor's bid price): $ 410 • it 1. . a. c .,.. k. 4 C ,rfl a)1. y• Q: Applications\Fovns- Applications On linel3 -2006 - Permit Application.doe Revised: 9.2006 bb • • U Will there be new rack storage? ❑ Yes 1r"'. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DMSION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) 'For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: 'Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 1 S Compact: Handicap: Will there be a change in use? ❑ Yes IX No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers IA 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. Page 2 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 OWNER 0 rrpo 1D AGE Signature: 1 C Print Name: Z 1 C 14 L Date Application Accepted: Q:UpplieationsWonns- Applications On line\3-2006 - Permit Application.doc Revised: 9-2006 bh c IEo Mailing Address: lOg ' 2i E • MAtZ61 t'(L Wi' City Date: Day Telephone: 246 5h /0 159z1 ?'ol= wltra WA 8616 State Zip Date Application Expires: Staff Initials: Page 6 of 6 ACCOUNT ITEM LIST: Description Payee: BUSINESS INTERIORS NORTHWEST BUILDING - NONRES STATE BUILDING SURCHARGE City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Parcel No.: 0323049164 Permit Number: D07 -163 Address: 10848 EAST MARGINAL WY S TUKW Status: APPROVED Suite No: Applied Date: 05/03/2007 Applicant: BINW Issue Date: Receipt No.: R07 -01794 Payment Amount: $677.28 Initials: JEM Payment Date: 08/24/2007 09:25 AM User ID: 1165 Balance: $0.00 TRANSACTION LIST: Type Method Description Amount Payment Check 106472 677.28 Account Code Current Pmts 000/322.100 672.78 000/386.904 4.50 Total: $677.28 2029 08/24 9710 TOTAL 677 =28 doc: Receipt -06 Printed: 08 -24 -2007 Receipt No.: R07 -00742 Payee: J. RICHARD LACHER ACCOUNT ITEM LIST: Description doc: Receiot -06 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 Parcel No.: 0323049164 Permit Number: D07 -163 Address: 10848 EAST MARGINAL WY S TUKW Status: PENDING Suite No: Applied Date: 05/03/2007 Applicant: BINW Issue Date: Initials: JEM Payment Date: 05/03/2007 08:41 AM User ID: 1165 Balance: $677.28 TRANSACTION LIST: Type Method Description Amount Payment Check 13001 437.31 Account Code Current Pmts 000/345.830 437.31 Total: $437.31 Payment Amount: $437.31 7774 05/03 9716 TOTAL 437.31 Printed: 05-03 -2007 Project / /l/ ) Type of In / bL J / Addres • / s °a yg f'4.5--1 ) Date Called: /, //ti .9 / ,. Special Instructions: Date Wanted: 'l — er p.m. Requester: Pho Ng; „7/! _4'72 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION w} 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 p Approved per applicable codes. Corrections required prior to approval. /Z C • MMENTS: wo iis . v /Q-- Inspe (D I . 0 REINSPECTJ)N FEE IUIRED. Prior to inspection, fee must be id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: Project: i ri KJ Type_qf Inspection: Stts w o cb Addrcs*: 10 -5(463 P 0A/ ;,./ P9- Dm? Called: Special Instructions: 0 0 1 ( 0 11 1 % 1 Date Wan , I 1 2c / 07 a.m. Requeste : ...!""- Phone No: 2o6- 1/5-47 INSPECTION RECORD Retain a copy with permit INS ION NO. PERMIT N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 El Approved per applicable codes. rz, Corrections required prior to approval. COMMENTS: y leV\SC_ / , rs.-JS Peyd 1 _ ky o - 4\o viA3 S 'Date: 0 REINSPECTION FEERQUIRED. Prior to inspection, fee must be at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Date: ' Project: /A14J Type of Ins ection: 7 L Address' /� / 0 z/� �/7 p /7s 17 . Date Called: Special Instructions: / Date Wanted: a.m. _ Requester: Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: lnspe F,02Aj /4) .00 REINSPECTION FEE REQUIRED. Pr • r to inspection, fee must be aid at 6300 Southcenter Lvd., Suite 10. Call the schedule reinspection. eipt No.: INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 El Corrections required prior to approval. Date: Project: / �(/w � Type of Inspection: r 4/09 , : aM11/ ei Address: /or4 /Y' e A- < � Date Called: Special Instructions: Date W ed: 2t- & - " p.m. Requester: Phone No: 22 — 7/ 1 / - /a -a E a'.. � •. is • • p Cb7 -&3 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 LI Approved per applicable codes. El Corrections required prior to approval. COMMENTS: ' f-7 4 ,S �.�.�� S z-..> �v�f !Inspector: J f>e 4 Q/ (Date: O $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: h Project: � / ✓ Sprinklers: Fre Alarm: Type of Inspection: / / : /i4 c Address: /o.?z /g Suite #: E. w Contact Person: 1204 Wei / /e' Special Instructions: Phone No.: 20(. —7 / ° -672( Needs Shift Inspection: Sprinklers: Fre Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER ver Park East, Tukwila, Wa. 98188 206- 575 -4407 n Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT })f) 3 -//T PERMIT NUMBERS Corrections required prior to approval. COMMENTS: 1/1/11f_26i y z /(./-/ - � To QE PlAcE 4 a / s ; / AJ V 49c /Aik 4 E - 38.._ ,e /ivL/ PLATE-s ` / ,& &/./ DU 7 Inspector: Date: - 7/5 Hrs.: / A,, n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 Project: e us„NE S 5 fi sre - rLi S ,vt Type �of Inspecti n • 0, - '--- /J ijt r n1e-GCZ— Address: to -► 43 Suite #:U3 E . M . lnk S, Contact Person: Special Instructions: Phone No.: 20G- 4-1 — C::3-2 I Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Approved per applicable codes. Word /Inspection Record Form.Doc 1/13/06 PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 n Corrections required prior to approval. COMMENTS: <t ( /' i— _ 1iv�L /L Z� l4 --- -- i>; E .4-1 J/ x/ tit-N- to 6 , Inspector: kt)41,64 , 5 I Z Date: OD /0 Hrs.: $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: ,2 • l `` i Sprinklers: Type of Inspection: l./ Z. 1- tit.. /tea v1v- Address: /45('y fj Suite #: y0,grL6,'ni i t,'; Contact Person: Ad h Special Instructions: Occupancy Type: Phone No,: Q - - 7/9 1— c 72 / Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT no 7 — /C3 PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 - 4407 M ' APproval per applicable codes. I I Corrections required prior to approval. COMMENTS: 0 � vCv� 0(J11a VG- 0 Cgij / 1 ' 7 7 , 7c. / 2 efri C Q „� /zc - Inspector: Date: ///241/4 Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from City of Tukwila Finance Department. CaII to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 • L pk m�lt1P1�, Ews+ rr a\n�\ _11- ,L LA) 1a1e„r- YY\ T' New 2" RPPA / 5rE 00 ._._4 i T y rs ,O, 0,.. ---", 1 P\. CORRECTION LTR# D J /o Fri. L1h�, E /4k V Y\ w'itVn 1\ W 5°-Ak" T��ku� In RECEIVED CITY OF TUKWIlA JUN 22 2007 PERMIT CENTER Poi -I(13 Draw C3.� Co.,hac�t 36 ,0.510? 8 70 KA P P Ro v g_d 13,,y 1;L:4.:11,\ \ AO y^THIGx cONGtElt FoonNc J PROPER y ui BOLT YAM 3/8 ANCHOR RPPA INSTALLATION BOLTS AND WASHERS MIN. FOUR LOCATIONS. ■ RPBA -BOX SHALL BE LOCATED IMMEDIATELY DOVNSTREAM OF VATER METER BOX PRIOR TO ANY BRANCH CONNECTIONS, VITH NO MORE THAN I' -2' BETVEEN BOXES. 1. Bockflow ossembIies must be selected from Washington Stole Deportment o/ Heolth list of Bockflow ossemblies opproved for Instollolion In Washington Stote. 2. Alter instollotlon of the bockflow,ossembly, The developer or ins toiler will cull the T District for on Inspection by o Oistrict Cross— Connection Control Specialist. .3. Following on Inspection Approvol by the TV Woter District, The 8ockflow Assembly must be scheduled for on inItiol test by o Washington Stote Certified 8ockflow Assembly Tester. 4. RP8A Must be purchosed and Installed os o unit. No modificollons to ony port of the ossembly ore ollowed. From meter to RPBA shall be copper or brass. (p The Instoller /developer must provide test cock, protection with plugs, cops or covers. 4' ORA1N TO OAYUGHT MITH BIRO SCREEN 1. PERMITS; CITY OF TUKWILA 1 2. PIPE COPPER 2" 20' 3. FDC 0 4. FLANGE INSIDE BUILDING 0 5. 90'S 2" 6 6. 45'S 2" 4 7. SAW CUTTING 0 8. ASPHALT REMOVAL INCL DUMP FEE 0 9. P.I.V. 0 10. EXPORT DIRT INCL DUMP FEE 0 11. IMPORT ROCK PER TON 0 12. ASPHALT REPAIR 0 13. FIRE HYDRANT 0 14. MOB AND DEMOB 0 15. MEGA LUGS 0 16. SERVICE TRUCK 1 17. TESTING 1 18. THRUST BLOCKING 0 19. CONCRETE 34" X 17 34" X 17 1 20. BALL DRIP 0 21. STANDARD VAULT 687 W/ 575 -2 -36 LID SUPPLIED BY CUZ CONCRETE 0 22. RPBA 2" 1 F 23. TAMPER SWITCH 0 CITY 24. CHECK VALVE 0 Jilts 25. LABOR 24 MH (CM, 26. FIELD LOC GASKETS 0 27. HOT BOXES 1 RESTORATION DONE BY OTHERS, STANDARD WAGE, MAXIMUN PLAN GIVEN TO GOLDDIGGERS. QUANTITIES AND LENGTH ARE OTHERWISE THE PRICE IS LUMP SUM BID. THIS BID DOES NOT INCLUDE FIREWATCH DONE BY OTHERS. IF UTILITIES ARE WITHIN A 10FT VAULTS OR PIPE TO BE INSTALLED, AN ADDITIONAL COST COULD DRENCH DEPTH 4 FEET, PER AMOUNTS NOT TO EXCEED ELECTRICAL. RADIAS AROUND THE INCUR. DATE: June 21, 2007 GOOD FOR 30 DAYS I ACCEPT THIS BID BID SHEET # 20070607 GOLDDIGGERS INC. PO BOX 435, SNOHOMISH WA 98291 360 - 568 -8702 cell 425 -348 -1789 fax 360 -568 -1173 COMPANY NAME McConkey Development attn: Fred fax 425 -822 -9393 JOB ADDRESS 10848 E Marginal Way S. Tukwila WA TOTAL DOES NOT INCLUDE ENGINEERING, SURVEYING, LAB WORK OR WASHINGTON SALES TAX TOTAL $ 3.650.50 CORRECTION pc) SIZE LENGTH QUANTITY DATE TONS ECEIVED TUKWILi 22 2007 IT CENTER sliderule engineering works, Ik Project Engineer: Architect: David B. Helton db Helton Design (206) 310 -0269 Roof Wind Speed: 90 mph Exposure C r BINW Canopy Seattle, Washington Project Number: 2007.9825.00 Andrew L. Herrick, P.E. Sliderule Engineering Works, LLC 1932 First Avenue Suite 809 Seattle, Washington 98101 (206) 728 -4844 Design Criteria: 2003 Seattle Building Code Dead Load: Live Load: 15psf 25 psf (snow) Concrete and Reinforcing Bar: 28 day strength for walls = 3000 psi, 40 ksi reinforcing bar (min). Use: AO metal connectors exposed to weather shall be galvanized. All bolts exposed to weather shall be galvanized. All steel plates and shapes A572 per ASTM Structural Steel Specifications, Fy = 50ksi. E70XX Electrodes for all welds, unless noted otherwise. A -307 bolts and lag bolts at connections and embedded anchor bolts, unless noted otherwise. RECEIVED CITY OF TUKWILA, MAY 0 3 20011 PERMIT CENTEF+ Floor FILE copy . r REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 7 2001 Of Tukwila BUILDING DIVISION Dead Load: Live Load: 15psf 40 psf Seismic Criteria: not applicable !EXPIRES 5,/23(0 j 1201- t e 1932 first avenue, suite 809 wattle, washington 98101 -2498 r = 206 + 728 + 4844 ex). 206 + 728 + 7643 w = slidenjle.biz 11M'1 cl �-r'GC GtiNG \ >'A G � `J ALL- c ; 4 t 11 - rTr Gil <Iv \✓ iogcLL 414 eFe erule 1932 first avenue, suite 809 seattle, washington 98101 -2498 what: engineering works, Ik t = 206 + 728 + 4844 f rx) = 206 + 728 + 7643 7v sliderule.biz when: W ,'2 7 2' 25, co 1 /4 1R _I 1 1 / 2 — _ 11 who: page: et; 2©1 rule TS PaP (NI t--9 1932 first avenue, suite 809 seattle, washington 98101 -2498 what: engineering works, Ik t = 206 + 728 + 4844 fix) = 206 + 728 + 7643 w sliderule.biz when: Q C - L E' Er- who: page: *4- vot? crli r 2 4fr Z J ., t , \ft rule engineering works, lk =. - 4 ) e J 1932 first avenue, suite 809 seattle, washington 98101 -2498 what: r = 206 + 728 + 4844 ft) = 206 + 728 + 7643 w = sliderule.biz when:. ep i1bG gELF Locr Gam" rr') %it GL�lls vvY SP , yone &00\FIrir- TP Gort --4-1 1-L -te ` 'W' "2 -sue 2s x (y) 3/ f- s 04. \—m? • GL.e-ns to�r1 who: page: eAorin Q 2e; G 12_ 74 20 -1 1207.1,1 = 0-44 RM, 8 2 -c., V--- rule 1932 first avenue, suite 809 seattle, washington 98101 -2498 what: who: engineering works, llc t = 206 + 728 + 4844 f(& = 206 + 728 + 7643 v = sliderule.biz when: page: D?? H-ac 17 0 1 1 VerAi 1 EXIST. IT NEW STOREFRONT DOOR CONFIGURATION SIDE GLAZING TO BE TEXTURED "ART" GLASS DOOR TO BE CHAMPAGNE COLORED STEEL V ?d NEW ENTRY CANOPY ELEVATION NEW ENTRY CANOPY PLAN 24'-10" EXIST. REMOVE EXIST DOOR SECTION AND REPLACE W/ MATCHING GLAZED STOREFRONT GLAZED CANOPY SECTIONS NEW ENTRY CANOPY SECTION 09 -08 -2008 DAVID HELTON 4633 SW MAPLE WY SEATTLE WA 98136 Dear Permit Holder: City of Tukwila RE: Permit No. D07 -163 10848 EAST MARGINAL WY S TUKW Jim Haggerton, Mayor Department of Community Development Jack Pace, Director In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code 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 fmal 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 writine 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 10/14/2008 , 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. D07 -163 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 May 24, 2007 David Helton 4633 SW Maple Wy Seattle WA 98136 Spar City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #1 Development Permit Application Number D07 -163 BINW —10848 East Marginal Wy S Dear Mr. Helton, This letter is to inform you of corrections that must be addressed before your development permit(s) 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 Public Works Department. At this time the Building, Fire, and Planning Departments have no comments. Public Works Department: Joanna Spencer at 206 431 -2440, if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) 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 -3760. Sincerely, arshall ician encl File No. D07 -163 P:\Permit Center\Correcdon Letters\2007\D07 -163 Correction Ltr #1.DOC Jen' 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 PUBLIC WORKS DEPARTMENT COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards DATE: May 16, 2007 PROJECT: BINW TI @ 10848 East Marginal Way S REVIEW #: 1 PERMIT NO: D07 -163 PLAN REVIEWER: Contact Joanna Spencer at (206) 431 -2440 if you have any questions regarding the following comments. In accordance with Washington State Department of Health guidelines for Group A Public Water Systems, Public Works has implemented a cross - connection control program to protect the public water system from contamination via cross - connection. The program requires elimination or control of any cross - connection between the distribution system and a consumer's water system by the installation of an approved backflow device. The City has determined that the subject multi -tenant building has deficiencies on the domestic water line. There is an existing 2" RPPA on the domestic water service for in- premise isolation protecting other building tenants from cross contamination. This backflow, however, does not protect the City water system. Therefore, a Reduced Pressure Principle Assembly (RPPA), previously called a Reduced Pressure Backflow Assembly (RPBA), shall be installed immediately downstream of the permanent water meter for premise isolation Installation at another location requires the Public Works Director's approval. The RPPA shall be installed in a Hot Box or equal freeze protection enclosure anchored to a minimum 4" thick concrete pad. Public Works highly recommends a power supply be provided for the Hot Box. On your site plan, show location of proposed RPPA in relationship to the existing domestic water meter, backflow size, manufacturer and model number. Submit backflow cut sheet and construction cost estimate for backflow installation. Backflow installation can be covered as a revision to this Tenant Improvement permit or can be done under a separate Public Works Type C construction permit. (P:Laurie Admin/Joanna/Comments 1 D07 -163 PW) May 16, 2007 Fred McConkey McConkey Development Co., Inc. 3006 Northup Way, Suite 303 Bellevue, WA 98004 RE: BINW Tenant Improvement 10848 East Marginal Way S, Tukwila WA Permit No. D07 -163 To Whom It May Concern: iii City of Tukwila Steven M. Mullet, Mayor Department of Public Works James R Morrow, P.E., Director In accordance with Washington State Department of Health guidelines for Group A Public Water Systems, Public Works has implemented a cross - connection control program to protect the public water system from contamination via cross - connection. The program requires elimination or control of any cross - connection between the distribution system and a consumer's water system by the installation of an approved backflow device. The City has determined that the subject multi- tenant building has deficiencies on the domestic water line. There is an existing 2" RPPA on the domestic water service for in- premise isolation protecting other building tenants from cross contamination. This backflow, however, does not protect the City water system. Therefore, a Reduced Pressure Principle Assembly (RPPA), previously called a Reduced Pressure Backflow Assembly (RPBA), shall be installed immediately downstream of the permanent water meter for premise isolation. Installation at another location requires the Public Works Director's approval. The RPPA shall be installed in a Hot Box or equal freeze protection enclosure anchored to a minimum 4" thick concrete pad. Public Works highly recommends a power supply be provided for the Hot Box. The Public Works Director will withhold issuance of D07 -163 Tenant Improvement permit until the Permit Center receives plans for installation of the required backflow or a bond for design, installation and testing of subject backflow. If you opt to install, you may install under a separate permit or under a revision to this Tenant Improvement permit D07 -163 application. If you opt to install under the Tenant Improvement permit, you must supply the installation plans consisting of a schematic that clearly shows the locations of the domestic water meter in relationship to the property line(s) and the building, size of water meter(s), connection(s) to the water main, and service to the property together with a construction cost estimate to the Permit Center as a revision to the Tenant Improvement permit application. Backflow installations and irrigation upgrade will trigger a Public Works Type C Construction Permit, which has 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 433 -0179 • Fax: 206 - 431 -3665 McConkey Development Page 2 May 16, 2007 a progressive fee. For a Type C permit, Public Works collects a base application and plan review fee ($250.00 plus 2.5% of construction cost for installation of the subject device) when the application or revision to this TI is submitted. An additional 2.5 % of construction cost for RPPA installation will be assessed at the time of permit issuance. If you opt to bond for the installation, you must provide the following to the Permit Center: 1) an original design and installation estimate, 2) a bond for 150% of the design and installation cost, and 3) a letter stating your intent to install the RPPA by a certain date. This must be done before the Permit Center issues the permit. I have enclosed Public Works Bulletins Al, A2, and C5 to help you. Please call Mike Cusick, Public Works Senior Water and Sewer Engineer, at (206) 431 -2441, or Jim Morrow, Public Works Director, at (206) 433 -7161, if you have any questions. Sincerely, Joa a Spencer Development Engineer sr JS:lw enclosures: Public Works Bulletins #A -1 and C5 Permit Application (P:Laurie Admin/Joanna/letter McConkey Dev 051607) Hi Joanna, They are current on 10" DCDA for Fire .75" DCVA for Fire 1.5" DCVA on Irrigation A.M.R. is OK Joanna Spencer - Re: BINW 11 @ 10848 -50 EMWS From: Bryan Still To: Joanna Spencer Date: 05/07/2007 10:10 AM Subject: Re: BINW TI © 10848 -50 EMWS »> Joanna Spencer 05/04/2007 4:28 pm »> Are the current on their backflows ? Thanks, Joanna D07 -163 D07 -163 They will need RPPA on domestic @ the property line because this a multi -unit bldg. Thanks Bryan Page 1 of 1 PERMANENT FILE COPY file: / /C:\Documents %20and %20Settings\ Joanna\ Local %20Settings \Temp\XPGrpWise \46... 05/08/2007 ACTIVITY NUMBER: D07 -163 DATE: 06 -22 -07 PROJECT NAME: BINW SITE ADDRESS: 10848 EAST MARGINAL WY S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENTS: Building Division Publi Wo Structural •.,�.. G -zi ' ETERMI NATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 APPROVALS OR CORRECTIONS: Fire Prevention Incomplete ❑ Planning Division Permit Coordinator DUE DATE: 06-26-07 Not Applicable n No further Review Required DATE: DATE: DUE DATE: 07-24-07 Approved ❑ Approved with Conditions Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPY. PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 - 163 DATE: 05 -03 -07 PROJECT NAME: BINW SITE ADDRESS: 10848 EAST MARGINAL WY S X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Bui • ing Division V.10.01 P blic Wo ks Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete mf Incomplete ❑ Comments: TUES/THURS ROU NG: Please Route Structural Review Required REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 APPROVALS OR CORRECTIONS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: �({ AiVG 5 Fire Prevention 1 Plannin Division Permit Coordinator E DUE DATE: 05-08-07 Not Applicable n 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: C DUE DATE: 06-05-07 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Bldg ❑ Fire ❑ Ping ❑ PWkf Staff Initials: ___cir 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 SION SUBMIT Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: `e 1O 1 0`1 Plan Check/Permit Number: LDO`t — 1 (03 ❑ 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: 8 1 N UD T a - trv. prOVe Project Address: IbO S . T kw 1 \Q L34, Contact Person: 1:)0..•"1 CrbV1�h W�7t� Phone Num er: 1 4a ' aqa 3(po - 5 - 8noa. Summary of Revision: spa U1/4;A-v3 2 R-- l�Q Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by Entered in Permits Plus on \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: � OF r � ta IJUN 2 2 2007 PERMIT CENTEtt License Information License SEATTCRI01BZ Licensee Name SEATTLE CONST RESOURCES INC Licensee Type CONSTRUCTION CONTRACTOR UBI 601187901 Ind. Ins. Account Id 57023400 Business Type CORPORATION Address 1 1414 ELLIOTT AVE W Address 2 City SEATTLE County KING State WA Zip 98119 Phone 2062827500 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 1/9/1990 Expiration Date 2/5 /2008 Suspend Date Separation Date Parent Company Previous License Next License Associated License Business Owner Information Name Role Effective Date Expiration Date SLOATE, MICHAEL J PRESIDENT 01/09/1990 Bond Amount BOWELL, RHETT C VICE PRESIDENT 01/09/1990 Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date COLONIAL AM CAS & SURETY OF Until Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 3 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. https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= SEATTCR101BZ 08/24/2007 Abbreviations: AIR CONDITIONING ACOUSTIC CEILING TILE ABOVE FINISH FLOOR ALTERNATE APPROXIMATE BOARD BUILDING BLOCK BLOCKING BOTTOM BUILDING STANDARD BUILT UP CABINET CEILING CLEAR(ANCE) COLUMN CONCRETE CONSTRUCTION CONTINUOUS CORRIDOR CARPET CERAMIC TILE CENTER DEMOLITION DETAIL DRINKING FOUNTAIN DIAMETER DIMENSION DOWN DOOR DRAWING DRAWER EAST EACH ELEVATION ELECTRICAL ELEVATOR EQUAL EQUIPMENT ESTIMATE EXISTING EXPANSION FIRE EXTINGUISHER CABINET FACTORY FINISH FULL HEIGHT FINISH(ED) FLOOR FLUORESCENT FURNISH BY OWNER, INSTALL BY CONTRACTOR FACE OF STUD(S) FACE OF CONCRETE FACE OF FINISH FOOT /FEET FURRED /FURRING GAUGE GENERAL CONTRACTOR GLASS /GLAZING GYPSUM WALL BOARD HOLLOW CORE HANDICAPPED HEADER HARDWARE HOLLOW METAL HORIZONTAL HOUR HEIGHT HEATING VENTILATING AIR CONDITIONING INSULATION JANITOR JOINT KITCHEN LAMINATE(D) LAVITORY LEFT HAND MAXIMUM MECHANICAL METAL MEZZANINE MANUFACTURE(R) MINIMUM MISCELLANEOUS MOUNTED MULLION NORTH NOT IN CONTRACT NOT TO SCALE OVERALL ON CENTER OUTSIDE DIAMETER OPPOSITE HAND OPENING PLASTIC LAMINATE PANEL PAIR PARTITION RADIUS RESILIENT BASE RESILIENT TILE REFERENCE REFRIGERATOR REINFORCING REQUIRED REVISION RIGHT HAND ROOM ROUGH OPENING SOUTH SOLID CORE SEALANT SECTION SHEET SIMILAR SPECIFICATION SQUARE STAINLESS STEEL STEEL STORAGE STRUCTURAL SUSPENDED TELEPHONE TEMPERED THICK(NESS) THRESHOLD TELEVISION TYPICAL UNFINISHED UNLESS NOTED OTHERWISE VINYL COMP. TILE VENEER VERTICAL VESTIBULE VERIFY VINYL WALL COVERING WEST /WIDE WITH WOOD WITHOUT WEIGHT 61 W 10838 East Marginal Way S. Tukwila, WA 98168 Site Plan: Scale: 1/40 " -0" EXISTING WAREHOUSE General Notes: 1. REFER TO BASIC BUILDING SPECIFICATIONS, REQUIREMENTS AND STANDARDS FOR EXISTING SHELL AND CORE CONSTRUCTION. ALL WORK IS TO BE COMPATIBLE WITH EXISTING CONSTRUCTION. 2. ALL WORK SHALL CONFORM TO APPLICABLE CURRENT FEDERAL, STATE AND LOCAL CODES. THE CONTRACTOR IS TO PROVIDE FOR ALL REQUIRED NOTIFICATION OF AND COORDINATION WITH CITY AND STATE AGENCIES, AND PROVIDE REQUIRED PERMITS. ALL TESTS AND INSPECTIONS ASSOCIATED WITH OBTAINING APPROVALS TO PROCEED WITH AND COMPLETE THE WORK SHALL BE PAID FOR BY THE CONTRACTOR. 3. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS, EQUIPMENT AND TRANSPORTATION NECESSARY OR REASONABLY INFERABLE AS BEING NECESSARY FOR THE EXECUTION OF THE WORK. BY SUBMITTING A PROPOSAL, THE CONTRACTOR REPRESENTS THAT THOROUGH EXAMINATION OF THE SITE AND ALL EXISTING CONDITIONS AND LIMITATIONS HAVE BEEN MADE AND THAT THE CONTRACT DOCUMENTS HAVE BEEN EXAMINED IN COMPLETE DETAIL, AND THAT IT IS DETERMINED BEYOND DOUBT THAT THE DRAWINGS, SPECIFICATIONS AND EXISTING CONDITIONS ARE SUFFICIENT, ADEQUATE AND SATISFACTORY FOR CONSTRUCTION OF THE WORK. WHERE MINOR ADJUSTMENTS TO THE WORK ARE NECESSARY FOR THE PURPOSES OF FABRICATION AND INSTALLATION OF ITEMS, OR RESOLUTIONS OF CONFLICTS BETWEEN ITEMS, WITHIN THE INTENT OF THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL MAKE SUCH ADJUSTMENTS AT NO ADDED EXPENSE TO THE OWNER. WHERE SUCH MINOR ADJUSTMENTS AFFECT FUNCTIONAL OR AESTHETIC DESIGN OF THE WORK, THEY SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW AND APPROVAL. 4. THE CONTRACTOR SHALL COORDINATE ALL OPERATIONS WITH THE OWNER, INCLUDING AREA FOR WORK, MATERIALS STORAGE, AND ACCESS TO AND FROM THE WORK, SPECIAL CONDITIONS OR NOISY WORK, TIMING OF WORK AND INTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICES. NOISY OR DISRUPTIVE WORK SHALL BE SCHEDULED AT LEAST ONE (1) WEEK IN ADVANCE OF THE TIME WORK IS TO COMMENCE. 5. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE HIGHEST STANDARD OF WORKMANSHIP IN GENERAL AND WITH SUCH STANDARDS AS ARE SPECIFIED. 6. CONTRACTOR SHALL ADHERE TO ALL BUILDING STANDARDS. ANY CHANGES TO SAME SHALL BE SUBMITTED TO ARCHITECT IN WRITING FOR APPROVAL. 7. CONTRACTOR SHALL SUBMIT SAMPLES OF ALL FINISHES OF SUCH SIZE AND NUMBER THAT THEY REPRESENT A REASONABLE DISTRIBUTION OF COLOR RANGES AND PATTERN PRIOR TO INSTALLATION FOR ARCHITECT'S APPROVAL. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS AND PRODUCT DATA FOR ARCHITECT'S APPROVAL ON ALL SPECIAL ITEMS REQUIRING CUSTOM FABRICATION. (SHALL INCLUDE RATED FIRE DOORS AND HARDWARE). 8. CONTRACTOR IS TO VERIFY ALL DIMENSIONS AND CONDITIONS ON SITE AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. CONTRACTOR IS NOT TO SCALE OFF DRAWINGS. 9. CONTRACTOR SHALL PROVIDE 18 -GAUGE SHEET METAL BACKING IN PARTITIONS FOR ALL WALL - MOUNTED FIXTURES AND DEVICES UNLESS INDICATED OTHERWISE ON THE DRAWINGS. 10. ALL FLOORS SHOULD BE LEVEL AND NOT VARY MORE THAN 1/4" IN 10' -0 ". THE CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY CONDITIONS THAT DO NOT MEET THIS STANDARD. 11. FLOOR FINISH TRANSITIONS SHALL OCCUR UNDER DOORS, UNLESS SHOWN OR NOTED OTHERWISE. 12. ALL MATERIALS INDICATED TO MATCH EXISTING SHALL DO SO WITH RESPECT TO SIZE, SHAPE, COLOR, TEXTURE, PATTERN, QUALITY AND METHOD OF INSTALLATION INSOFAR AS PRACTICABLE AND SHALL BE APPROVED BY THE ARCHITECT BEFORE USE. 13. ALL FIREPROOFING DISTURBED DURING CONSTRUCTION SHALL BE REPLACED TO MATCH ORIGINAL FIRE PROTECTION LEVELS. (OBTAIN REQUIRED APPROVALS). 14. THE FLOORS MAY BE OCCUPIED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROTECT ALL PERSONNEL, PASSERSBY OR VISITORS TO THE SITE FROM HARM AND INJURY. BARRIERS SHALL BE INSTALLED AS REQUIRED TO PROTECT EQUIPMENT INSTALLED DURING CONSTRUCTION. CAREFULLY MAINTAIN AND PROTECT MONUMENTS, BENCH MARKS AND THEIR REFERENCE POINT FROM BEING DESTROYED OR DISTURBED; REPLACE AS REQUIRED. 15. EXISTING WORK DAMAGED AS A RESULT OF WORK DONE UNDER THIS CONTRACT SHALL BE REPAIRED TO ORIGINAL CONDITION AND FINISHED TO MATCH ADJACENT FINISHES, SUBJECT TO ARCHITECT'S APPROVAL, AND AT NO ADDITIONAL COST TO OWNER. ALL REPLACEMENT MATERIALS REQUIRED TO MATCH EXISTING MATERIALS SHALL DO SO WITH RESPECT TO TYPE, PATTERN, TEXTURE, SIZE, SHAPE, COLOR AND METHOD OF INSTALLATION INSOFAR AS PRACTICABLE, AND SHALL BE APPROVED BY THE ARCHITECT AND OWNER PRIOR TO INSTALLATION. 16. ALL EXISTING MECHANICAL AND ELECTRICAL EQUIPMENT AND SERVICES DISRUPTED OR REMOVED DURING CONSTRUCTION SHALL BE RESTORED AND REPLACED UNLESS NOTED OTHERWISE. FIRE /LIFE SAFETY SYSTEMS TO BE MAINTAINED DURING CONSTRUCTION. DOlio LOADING DOCK EAST MARGINAL WAY SOUTH 25. LIGHTING CONTROLS SHALL BE INSTALLED IN THE ELECT. ROOM. 26. HVAC THERMOSTATS SHALL BE CONNECTED TO THE BUILDING MONITORING SYSTEM. EXISTING WAREHOUSE FILE COPY Permit No. Date: .. 8 Z+67 City of Tukwila BUILDING DIVISION c".'.72^ ;cs shall be made to the ape c " -:.:, tv:thoet prior approval cf Guild :aft l idl:' . NOTE: i ovb ons will require a new p',an s brr l and may include additional plan review fees. 1111 11 1111111 NO NEW SITE WORK IN THIS PROJECT X63 Plan review cpproval Is subject to errors and omission2. Approval of construction documents does not authorize the violation cf any accepted code or ordinance. Receipt of approved r . / v c. ■1 corid:tions is acknowledged: By «G 17. INSTALLATION OF MECHANICAL, ELECTRICAL AND STRUCTURAL SYSTEMS WILL REQUIRE OPENING OF SOME EXISTING WALLS, CEILINGS OR FLOOR CAVITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF THESE OPENINGS TO MATCH EXISTING, EXCEPT WHERE NOTED OTHERWISE. FILL ALL HOLES AND VOIDS IN FLOORS, WALLS AND CEILINGS WHICH RESULT FROM INSTALLATION OF WORK, AND REMOVAL OF EXISTING MATERIALS AND EQUIPMENT REQUIRED BY THIS CONTRACT. PATCHED AREAS SHALL MATCH THE MATERIALS, FINISHES, AND LEVELS ADJACENT, OR SHALL BE PUT IN THE PROPER CONDITION TO RECEIVE THE FINISH INDICATED. 18. OPENINGS REQUIRED FOR NEW WORK THAT PENETRATES EXISTING STRUCTURE SHALL BE COORDINATED WITH OWNER PRIOR TO COMMENCING THE WORK. ANY OPENING OVER 2" IN DIAMETER SHALL BE REVIEWED AND APPROVED BY OWNER. THROUGH CONCRETE SLABS OR WALLS, OR MASONRY WALLS, ALL ROUND HOLES SHALL BE CORE DRILLED WITH A DIAMOND DRILL AND ALL RECTANGULAR OPENINGS SHALL BE CUT WITH A DIAMOND SAW. IN NO CASE SHALL ANY STRUCTURAL MEMBER BE CUT. USE CARBIDE - TIPPED DRILLS FOR GYPSUM WALLBOARD PARTITIONS. KEEP OVERCUTTING TO A MINIMUM. MAINTAIN CONTINUITY AND INTEGRITY OF FIRE SEPARATION AT ALL TIMES. GROUT AROUND CONDUITS PASSING THROUGH CONCRETE WALLS AND FLOORS AND MASONRY WALLS. MAKE PATCHES WITH NEAT, TRIMMED EDGES; MATCH ADJACENT EXISTING WORK. 19. CONTRACTOR SHALL PROVIDE FLOOR LEVELING AS MAY BE REQUIRED AT SLIDING DOORS, RELITES WITHOUT BASE, CABINET WORK, AND OTHER LOCATIONS REQUIRING LEVEL SUBSTRATE. FEATHER CHANGES IN ELEVATION OVER SUFFICIENT AREA TO LIMIT TRANSITION SLOPE TO 1/8" PER FOOT. 20. MATERIALS, ARTICLES, DEVICES AND PRODUCTS ARE SPECIFIED IN THE DOCUMENTS BY LISTING ACCEPTABLE MANUFACTURERS OR PRODUCTS, BY REQUIRING COMPLIANCE WITH REFERENCED STANDARDS, OR BY PERFORMANCE SPECIFICATIONS. FOR ITEMS SPECIFIED BY NAME, SELECT ANY PRODUCT NAMED. FOR THOSE SPECIFIED BY REFERENCE STANDARDS OR BY PERFORMANCE SPECIFICATIONS SELECT ANY PRODUCT MEETING OR EXCEEDING SPECIFIED CRITERIA. FOR APPROVAL OF AN ITEM NOT SPECIFIED, SUBMIT REQUIRED SUBMITTALS, PROVIDING COMPLETE BACK -UP INFORMATION FOR PURPOSES OF EVALUATION. WHERE BUILDING STANDARD ITEMS ARE CALLED FOR, NO SUBSTITUTE WILL BE ACCEPTED. 21. CONTRACTOR SHALL PROVIDE FOR ALL WORK REQUIRED TO MAINTAIN COMPLIANCE WITH LOCAL FIRE CODE. PROVIDE FOR ALL REQUIRED SHOP DRAWINGS AND APPROVALS. CONTRACTOR IS RESPONSIBLE FOR PROVIDING FIRE ALARM SYSTEM AUDIBILITY. 22. MECHANICAL AND ELECTRICAL FIXTURES, OUTLETS, ETC., WHEN SHOWN ON THE ARCHITECTURAL DRAWINGS, ARE FOR LOCATION INFORMATION ONLY. MECHANICAL AND ELECTRICAL TO BE DESIGNED BY OTHERS. ALL CIRCUITING COORDINATION TO BE BY OTHERS. 23. CONTRACTOR IS TO PROVIDE DRAWINGS FOR ARCHITECT'S APPROVAL SHOWING LOCATIONS OF ALL HVAC THERMOSTATS, GRILLES AND DIFFUSERS, FIRE AND SMOKE DETECTION DEVICES INCLUDING SPRINKLERS, SMOKE DETECTORS, FIRE EXTINGUISHERS AND HOSE CABINETS. 24. ANY CHANGE IN LIGHT FIXTURE PLACEMENT DUE TO INTERFERENCE OF MECHANICAL OR STRUCTURAL COMPONENTS MUST BE APPROVED BY THE ARCHITECT. SEPARATE PERMIT r�,.:ruzRED FOR 'Mechanical Electrical Plumbing 1Gas Piping City of Tukwila BUILDING DIVISION - io Neb ce c ape Ovitov �vN 2,1 Val SSO Drawing Index: I -0.0 COVER SHEET & GENERAL INFORMATION I -1.1 DEMOLITION PLAN I--2.1 CONSTRUCTION PLAN I -3.1 REFLECTED CEILING PLAN 1 -9.1 DETAILS 5 -2.1 STRUCTURAL DETAILS Code Information: ADDRESS: 10838 EAST MARGINAL WAY S. TUKWILA, WA 98168 CONSTRUCTION TYPE: TYPE: III -N FULLY SPINKLERED ZONE: MIC /H OCCUPANCY: (AREA OF WORK) B OFFICE TENANT SQUARE FOOTAGE: (AREA 8524 SQUARE FEET Legal Description: Vicinity Map: PROJECT LOCATION: 10838 EAST MARGINAL WAY S. TUKWILA, WA 98168 NORTH Tenant: 1205 w 112th $ S Project Team: Property Manager: McCONKEY DEVELOPMENT CO., INC 3006 NORTH UP WAY, SUITE 303 BELLEVUE, WA 98004 PH: 425.889-1180 FAX: 425.822 -9393 CONTACT: FRED McCONKEY CONTACT E -MAIL: fred ©mcconkeydev.com BINW 10838 EAST MARGINAL WAY S. TUKWILA, WA 98168 PH: 206.615 -9216 CONTACT: RICH LACHER CONTACT E-MAIL: rlacher ©binw.com Symbol Legend: ROOM NUMBER REFERENCE DOOR TYPE DOOR s r OPENING 1 Ab HARDWARE GROUP A\ REVISION REFERENCE REFERENCE KEY OF WORK) APPLICABLE EDITIONS OF BUILDING CODES: 2003 INTERNATIONAL BUILDING CODE (IBC) WAC 51 -50 2003 INTERNATIONAL FIRE CODE (IFC) INCL. APPENDIX B & C 2003 WASHINGTON STATE ENERGY CODE (WSEC) WAC 51 -11 2003 INTERNATIONAL MECHANICAL CODE (IMC) WAC 51 -52 2002 NATIONAL ELECTRICAL CODE (NEC) 2003 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE (WSVIAQ) WAC 51 -13 2003 INTERNATIONAL PLUMBING CODE (UPC) WAC 51-56 & 51 -57 INCL. APPENDIX SECTIONAS L5 -L7 & "LAWN SPRINKLER HEAD" FROM TABLE 6 -4 OF APPENDIX L CITY OF TUKWILA ZONING CODE 4TH EDITION OF THE WASHINGTON STATE REG. FOR BARRIER FREE DESIGN SCOPE OF WORK: NEW TENANT IMPROVEMENT WITHIN EXISTING SPACE. WORK TO INCLUDE DEMOLITION, NEW PARTITIONS, CEILING, LIGHTING, POWER, HVAC AND ALL INTERIOR FINISHES. KING COUNT ASSESSORS NUMBER: 032304 -9164 PORTION OF SW 1/4 -BEGIN INTSN OF ELY MARGIN OF E MARGINAL WAY SOUTH, R/A WIDTH 60 FT WITH LINE OF SW 1/4 SAID POINT BEING 611.87 FT ELY OF SW CORNER OF SW 1/4 TH N 16 -46 -18 W 564.81 FT TO POINT OF BEGINNING TH N 16 -46 -18 W 629.79 FT TH S 89 -37 -30 E 233.56 FT TAP 70 FT DISTANT FROM C/L OF PUGET SOUND POWER & LIGHT CO R /W, FORMERLY SEATTLE - TACOMA INTERURBAN RR R/W TH ON CURVE TO RIGHT PLW & 70 FT WLY OF SAID CA CENTER BEARING N74 -59 -07 E RADIUS OF 2934.79 FT ARC DISTANCE OF 189.26 FT THRU C/A OF 03 -41 -42 TH N 89 -37 -30 W 246.01 FT TO ELY MARGIN OF EAST MARGINAL WAY SOUTH TH N 16 -46 -18 W 27.15 FT TH N 79 -12 -30 E 30.15 FT TH N 79 -12 -30 E 234.29 FT TO WLY LINE OF PUGET SOUND POWER & LIGHT CO R/W TH SLY ALONG SAID WLY LINE ON CURVE TO LEFT CENTER BEARING N 80 -08 -38 E RADIUS OF 2914.79 FT ARC DISTANCE OF 615.22 FT THRU C/A OF 12-05-36 TH S 21 -56 -58 E 208.87 FT TH 5 73-15-02 W 272.54 FT TO POB - -- AKA PARCEL A OF CITY OF TUKWILA LOT LINE ADJUSTMENT NO L95 -0055 RECORDING NO 9601230674 Architect: db helton design 4633 SW MAPLE WAY SEATTLE, WA 98136 PH: 206.938 -5941 CONTACT: DAVID HELTON CONTACT E -MAIL: dbhelto ©aol.com General Contractor: SEATTLE CONSTRUCTION RESOURCES, INC 1414 ELLIOT AVE. W SEATTLE, WA 98199 PH: 206. 282 -7500 CONTACT: CORY SLOATE CONTACT E -MAIL: cory©seattleconstructioninc.com lic.# SEATTCR101 BZ 2/5/2008 INTERIOR ELEVATION SYMBOL DETAIL REFERENCE BUBBLE NORTH REFERENCE RECEWED cm/ oF TUKWILA A MAY 0 3 2007 PER.V, ; Helton design - ARCHITECTURE PLANNING INTERIOR DESIGN 4633 sW MAPLE WAY SEATTLE, WA 9813E, PH: 2 06.938 -5941 CELL: 206.310-0269 c161-Ielto @aoLcom BINW 10838 East Marginal Way S. Tukwila, WA 98168 Design Team Design Drawn Checked Date Project No. dbh dbh dbh 4.16.07 06 -002 Revisions No. Date 5.1.07 Description Issue for Permit Registration 9180 REGISTERED A CHIITECT DAVID B. HELTON STATE OF WASHINGTON Sheet Title Sheet & General Notes Per -it Set 5,1.0/ Sheet No I-0.0 II I �� II II II II / II ILJ II IF L J� — 7 1 u L-- -LIJI— r OF \ / r J EXISTING TO BE REMOVED, TYP. fl Demolition Notes: 1. OBTAIN DEMOLITION PERMITS AND INCLUDE ALL COSTS OF SAME IN CONTRACT PRICE. 2. FURNISH ALL LABOR AND MATERIALS /EQUIPMENT TO COMPLETE DEMOLITION AND REMOVAL OF ALL ITEMS AS INDICATED. 3. CONTRACTOR SHALL KEEP CONSTRUCTION AREA FREE OF DUST AND DEBRIS FOR THE DURATION OF CONSTRUCTION. 4. IF ANY QUESTIONS ARISE AS TO THE REMOVAL OF ANY MATERIAL, CLARIFY THE POINT IN QUESTION WITH THE ARCHITECT BEFORE PROCEEDING. 5. AT COMPLETION OF DEMOLITION WORK, THE CONSTRUCTION AREA(S) SHALL BE LEFT IN "BROOM CLEAN" CONDITION. ALL DEBRIS AND MISCELLANEOUS MATERIAL SHALL BE REMOVED. 6. ALL DEBRIS REMOVAL SHALL BE PERFORMED IN ACCORDANCE WITH BUILDING MANAGEMENT REQUIREMENTS AND PROCEDURES. 7. AS DIRECTED BY BUILDING MANAGEMENT, ALL DOORS, FRAMES, RELITES /GLAZING, HARDWARE, MECHANICAL ITEMS, PLUMBING FIXTURES, LIGHT FIXTURES (INCLUDING DOWNLIGHTS AND FLUORESCENTS), AND SPECIAL EQUIPMENT SHOWN TO BE REMOVED, SHALL BE CLEAN AND FREE OF DEFECTS, PROTECTED, SAVED AND REUSED AS DIRECTED HEREIN, OR RETURNED TO BUILDING STOCK. 8. IN PARTITIONS TO BE REMOVED, REMOVE AND CAP ALL OUTLETS, SWITCHES, WIRES, THERMOSTATS, ETC., TO THEIR SOURCE. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND /OR REPAIRING ANY DAMAGE CAUSED BY HIM OR HIS SUBCONTRACTORS TO EXISTING CONSTRUCTION IN ELEVATOR LOBBY, PUBLIC CORRIDORS, RESTROOMS OR TENANT SPACES. REFINISH TO MATCH EXISTING ADJACENT FINISH, OR AS NOTED HEREIN. 10. NO EXISTING SMOKE DETECTOR, PUBLIC ADDRESS SPEAKER, FIRE ALARM BOX OR SIMILAR DEVICE, INCLUDING THE ASSOCIATED WIRING SHALL BE DAMAGED DURING DEMOLITION AND SUBSEQUENT CONSTRUCTION. RELOCATION OF SMOKE DETECTORS, PUBLIC ADDRESS SPEAKERS AND FIRE ALARM EQUIPMENT, NECESSITATED BY NEW CONSTRUCTION, SHALL BE ACCOMPLISHED AS A FIRST PRIORITY, AND PER THE PLANS. NO ACTIVE SMOKE DETECTOR SHALL BE COVERED OR OTHERWISE REMOVED OR USED FOR OTHER THAN IT'S INTENDED PURPOSE. 11. REMOVAL OF ANY EQUIPMENT, CABLING SWITCHES, AND CONDUIT PERTAINING TO DATA /COMMUNICATIONS AND TELEPHONE SHALL BE VERIFIED WITH TELEPHONE COMPANIES AND TENANT. 12. REMOVE ALL EXISTING MATERIALS WHICH WOULD CAUSE RISES OR DEPRESSIONS IN NEW FLOORING SURFACE, SUCH AS FASTENERS, OUTLET CORES, COVER PLATES, RESILIENT FLOOR COVERINGS, CARPET, CARPET PAD, FLASH PATCH, CONCRETE FILL, PLYWOOD, ETC. 13. DEMOLITION 15 NOT NECESSARILY LIMITED TO WHAT IS SHOWN ON DRAWINGS. THE INTENT IS TO INDICATE THE GENERAL SCOPE OF DEMOLITION REQUIRED TO COMPLETE THE WORK IN ACCORDANCE WITH THE CONTRACT DRAWINGS. 14. RATED WALLS SHALL NOT BE PENETRATED UNLESS THE RATING IS MAINTAINED. REVIEWED FOR �1 CODE COMPLIANCE i i APPROVED JUN 2 7 2007 City Of Tukwila BUILDING DIVISION -. Sheet Notes: 1. REMOVE ALL EXISTING CARPET, PAD AND BASE THROUGHOUT (WITHIN "LIMIT OF WORK" AREAS) — U.N.O. 2. ALL EXISTING TO BE REMOVED DOOR PANELS AND HARDWARE TO BE SALVAGED FOR REUSE. 3. REUSE EXISTING CEILING TILES & GRID WHENEVER POSSIBLE. EXISTING ACT, GRID, SOFFIT TO REMAIN EXCEPT AS NOTED. 4. ALL EXISTING TO BE REMOVED LIGHT FIXTURES TO BE SALVAGED FOR REUSE OR RETURNED TO BUILDING STOCK. Key Notes: O NO DEMOLITION WORK IN THESE AREAS. .2 REMOVE EXISTING STOREFRONT DOOR AND FRAME. 0 REMOVE EXISTING CASEWORK— MAINTAIN PLUMBING AND ELECTRICAL FITTINGS FOR REUSE. Partition Legend: = EXISTING PARTITION TO BE REMOVED EXISTING PARTITION /CONSTRUCTION TO REMAIN RECEIVED CITY OF TO a.., ,. MAY 0 3 2007 clb Kelton design ARCHITECTURE PLANNING INTERIOR DESIGN 4633 sw MAPLE WAY SEATTLE, WA 98135 PH: 2 06.938 -5941 CELL: 2 06.310 -0269 dbhelto @aolcom BINW 10838 East Marginal Way S. Tukwila, WA 98168 Design Team Design Drawn Checked Date Project No. Revisions No. Date 5.1.07 dbh dbh dbh 4.16.07 06 -002 Description Issue for Permit Registration Keyplan Sheet Title Demolition Plan Per— it Set 5O7 ;: Sheet No OPEN OFFICE 1 123 0 E i 1 122 1 CONFERENCE 121 STORAGE 175 COMMONS 116 ELEC. 126 1' -8" t ALIGN COFFEE 117 0 p ENTRY 101 u 0 OPEN OFFICE 109 OPEN OFFICE 102 11111 i 10111 li OFFICE 108 OFFICE 107 1 OFFICE 1 106 OFFICE 1 105 OFFICE 104 OFFICE 103 0° Partition Plan Notes: 1. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS GOVERN. ALL PARTITION LOCATIONS SHALL BE AS SHOWN ON PARTITION PLAN. IN CASE OF CONFLICT NOTIFY ARCHITECT. PARTITION PLAN BY ARCHITECT TAKES PRECEDENCE OVER ALL OTHER PLANS. 2. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED, SPACKLED AND SANDED SMOOTH WITH NO VISIBLE JOINTS. PATCH AND REPAIR SURFACES TO MATCH ADJACENT OR ADJOINING SURFACES WHERE REQUIRED. ALL SURFACES SHALL BE ALIGNED. 3. ALL PARTITIONS ARE DIMENSIONED FROM FINISH FACE OF GYPSUM BOARD TO FINISH FACE OF GYPSUM BOARD UNLESS OTHERWISE NOTED. ALL DIMENSIONS MARKED "CLEAR" OR "CLR" SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESSES OF ALL WALL FINISHES, U.N.O. 4. DIMENSIONS NOTED "CLEAR" OR "CLR" MUST BE ACCURATELY MAINTAINED, AND SHALL NOT VARY MORE THAN ± 1/8" WITHOUT WRITTEN INSTRUCTION FROM ARCHITECT. 5. DIMENSIONS MARKED ± MEAN A TOLERANCE NOT GREATER NOR SMALLER THAN 2 INCHES FROM INDICATED DIMENSION, U.N.O. VERIFY FIELD DIMENSIONS EXCEEDING TOLERANCE WITH THE ARCHITECT. SECURE ARCHITECT'S APPROVAL. 6. MODIFY EXISTING SUBSTRATE AS REQUIRED TO RECEIVE NEW FLOORING MATERIALS, THUS PREVENTING NOTICEABLE LUMPS OR DEPRESSIONS. 7. NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES OR CONFLICTS IN THE LOCATION(S) OF NEW CONSTRUCTION. UPON COMPLETION OF PARTITION LAYOUT, NOTIFY ARCHITECT. VERIFICATION OF THE LAYOUT TO BE PROVIDED BY THE ARCHITECT PRIOR TO PARTITION INSTALLATION. 8. ALL EXPOSED GYPSUM BOARD EDGES TO HAVE METAL EDGE TRIM. 9. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE AND TRUE. 10. REFER TO MILLWORK SHOP DRAWINGS FOR SPECIFIC DETAILS OF COORDINATION BETWEEN DRYWALL /MILLWORK CONDITIONS. 11. REFER TO REFLECTED CEILING PLANS FOR SOFFITS, CEILING HEIGHTS AND PLENUM BARRIER LOCATIONS. 12. REFER TO SHEET 1 -0.0 FOR ADDITIONAL NOTES, LEGENDS, SYMBOLS, ABBREVIATIONS, AND SCHEDULES. 13. ALL EXISTING AND NEW FLOOR PENETRATIONS FOR PIPING SHALL BE FULLY PACKED AND SEALED IN ACCORDANCE WITH THE APPLICABLE BUILDING AND FIRE CODES. 14. UNDERCUT DOORS TO CLEAR THE TOP OF FINISHED FLOOR, AS APPLICABLE, BY 1/4" INCH MAXIMUM, UNLESS OTHERWISE NOTED. VERIFY FLOOR CONDITIONS. 15. ALL GLASS SHALL BE CLEAR TEMPERED GLASS, UNLESS OTHERWISE NOTED. GLAZING TONG MARKS SHALL NOT BE VISIBLE. CLEAN AND POLISH ALL GLASS PRIOR TO PROJECT DELIVERY. 16. DIMENSIONS LOCATING DOORS ARE TO THE INSIDE EDGE OF JAMB. U.N.O. 17. "ALIGN" MEANS TO ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE. 18. ALL MILLWORK TO BE FASTENED TO THE PARTITION. PROVIDE NON— COMBUSTIBLE BLOCKING FOR ALL MILLWORK NOT SUPPORTED BY FLOOR OR ABOVE 4' -0" HT. ALL CONCEALED LUMBER & BLOCKING TO BE FIRE TREATED. 19. ALL DOORS SHALL HAVE 1 - 6 " CLR. ON STRIKE /PULL SIDE OF DOOR. VERIFY AND ADVISE ARCHITECT OF EXCEPTIONS PRIOR TO CLOSING OUT PARTITIONS. 20. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR: HVAC, CARPET SEAMING, LIGHTING, CASEWORK 21. ALL NEW DOORS /FRAMES /RELITES /HARDWARE TO MATCH BUILDING STANDARD UNLESS NOTED OTHERWISE. DETAILS TO MATCH BUILDING STANDARD— GLAZING SIZES AS SHOWN. 22. FINISHES ARE TO BE REFRESHED AS DIRECTED BY TENANT —NEW CARPET TILE AND BASE, NEW PAINT & NEW CASEWORK. Key Notes: ® NO WORK IN THIS AREA — EXISTING TO REMAIN. ® NEW PAIR OF FULL HT. 3' -0" W DOORS --- CONFIGURATION, HARDWARE AND FINISH TO MATCH EXISTING SLIDING DOORS ® NEW CASEWORK AS INDICATED — EXISTING PLUMBING AND ELECTRICAL LOCATIONS TO REMAIN— REFER TO DETAILS SHT. 1 -9.1 ® NEW STOREFRONT ENTRY CONFIGURATION— HARDWARE CONFIGURATION TO MATCH /REPLACE EXISTING. • NEW STORFRONT GLAZING SYSTEM TO MATCH ADJACENT EXISTING GLAZING. © NEW EXTERIOR CANOPY LOCATION ABOVE. ® NEW RAISED FLOOR -3 "H RAMP SLOPE 1:12 Partition Legend: F.E.C. GLAZED PARTITION REVIEWED FOR CODE COMPLIANC APPROVED car of -ukW,�; g ILDI 1 EXISTING PARTITION /CONSTRUCTION TO REMAIN. FULL HEIGHT ACOUSTIC PARTITION TO CEILING GRID. TYPICAL U.N.O. PARTITION TYPE —A. REFER TO DETAIL 4/1 -9.1. FULL HEIGHT DEMOUNTABLE /FURNITURE PARTITION TO CEILING GRID. TYPICAL U.N.O. REFER TO DETAIL 3/1 -9.1 SIM. FOR BRACING FIRE EXTINGUISHER CABINET — VERIFY EXISTING LOCATIONS REUSE /RELOCATE AS NECESSARY RECEIVED CITY OF T111.00VILA MAY 0 3 2001 • �,. db {ielton design ARCHITECTURE PLANNING INTERIOR DESIGN 4633 sw MAPLE WAY SEATTLE, WA 913136 PH: 206.938 -5941 CELL: 205.310-0269 d6helto @aol.com BINW 10838 East Marginal Way S. Tukwila, WA 98168 Design Team Design Drawn Checked Date Project No. dbh dbh dbh 4.16.07 06 -002 Revisi Na Date Description 5.1.07 Issue for Permit Registration 9180 REGISTERED ARCHITECT k_3 . DAVID B. HELTO STATE OF WASHINGTON Keyplan Sheet Title Construction Plan Per -nit Set 51.07 I -2.1 -11111 wh r 70!1 .1 11WAE 1 1 1 1 WWII= II I COP I I ■ I O pal =El iniim MEM= .11111M OFFICE EXIST. •A NEW STOREFRONT DOOR CONFIGURATION SIDE GLAZING TO BE TEXTURED "ART" GLASS DOOR TO BE CHAMPAGNE COLORED STEEL STOREFRONT FRAMING FINISH TO MATCH EXISTING DOOR HARDWARE 1'0 INCLUDE CARDKEY AND REMOTE ACCESS AS WELL AS MECHANICAL LATCH /LOCK NEW ENTRY CANOPY PLAN SCALE: 1 /4 " =1' -0" 24'-10" PAINTED STEEL CANOPY —REFER TO STRUCTURAL DRAWING EXIST. NEW ENTRY CANOPY ELEVATION GLAZED CANOPY SECTIONS LAMINATED SAFETY GLASS REMOVE EXIST DOOR SECTION AND REPLACE W/ MATCHING GLAZED STOREFRONT NEW ENTRY CANOPY SECTION CD GUTTER —TIE INTO EXISTINI BEYOND Canopy & Entry Plan /Elevations GLAZED CANOPY SECTIONS kob Reflected Ceiling Notes: 1. COORDINATE THE WORK OF ALL TRADES INVOLVED IN THE CEILING WORK TO ENSURE CLEARANCES FOR FIXTURES, DUCTS, PIPING, CEILING SUSPENSION SYSTEM, ETC., NECESSARY TO MAINTAIN THE FINISHED CEILING HEIGHTS INDICATED ON ARCHITECT'S DRAWINGS. 2. PERIMETER CEILING ANGLE, WHERE OCCURS, SHALL BE INSTALLED TIGHT TO VERTICAL SURFACES, FREE FROM CURVES, BREAKS OR OTHER IRREGULARITIES AND PAINTED TO MATCH CEILING FINISH. 3. FURNISH AND INSTALL ALL ASSOCIATED TRIM AND SEISMIC BRACING AS REQUIRED. 4. LIGHT FIXTURES, NEW SPRINKLERS AND OTHER CEILING ELEMENTS SHALL BE CENTERED IN THE 2'X2' SECTION OF INDIVIDUAL CEILING TILES U.N.O. (EXIST. SPRINKLERS TO REMAIN UNLESS CONFLICT WITH NEW ELEMENTS). 5. PROVIDE CEILING ACCESS AS REQUIRED FOR EQUIPMENT AND SYSTEM MAINTENANCE, AND MATCH ADJACENT CEILING FINISH U.N.O. 6. ALL SWITCHES AND DIMMERS SHALL BE LOCATED 46" ABOVE FINISHED FLOOR TO CENTER OF SWITCH U.O.N.. MULTIPLE SWITCHES AT ONE LOCATION SHALL BE GANGED TOGETHER AND FINISHED WITH ONE COVER PLATE U.N.O. 7. ALL SOFFITS AND CEILING HEIGHTS ARE DIMENSIONED FROM TOP OF FINISHED FLOOR TO BOTTOM OF FINISHED GYPSUM BOARD OR CEILING TILE AND SHALL ALLOW FOR THICKNESS OF ALL FLOOR FINISHES. 8. THE REFLECTED CEILING PLAN INDICATES THE LOCATION OF CEILING HEIGHTS, LIGHT TYPES, LIGHT FIXTURES, AND ASSOCIATED ITEMS. 9. IN THE EVENT OF DISCREPANCIES BETWEEN THE ARCHITECT'S REFLECTED CEILING PLAN AND LIGHTING PLAN, IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING BEFORE ORDERING MATERIALS OR PROCEEDING WITH WORK. 10. ALL SPECIFIC INFORMATION CONCERNING INSTALLATION FOR VARIOUS ABOVE— CEILING ELEMENTS ARE TO BE DESIGN BUILD, DOCUMENTATION BY OTHERS — PERMITTED SEPARATELY. 11. NOTIFY ARCHITECT OF ANY CONFLICTS OF LIGHT FIXTURE LOCATIONS WITH MAIN RUNNERS, DUCTS, STRUCTURES, HVAC, AND /OR (E)CONDUIT, PRIOR TO FRAMING FOR LIGHTS. ANY DISCREPANCIES BETWEEN ARCHITECT'S CEILING GRID LOCATION & ACTUAL FIELD CONDITIONS ARE TO BE CLARIFIED WITH THE ARCHITECT PRIOR TO FRAMING. 12. SUBMIT GRILLE, THERMOSTAT, AND OTHER FIXTURE AND ELEMENT LAYOUTS TO THE ARCHITECT FOR REVIEW AT LEAST 2 WEEKS PRIOR TO INSTALLATION. 13. VERIFY FIELD CONDITIONS AND LOCATIONS OF ALL PLUMBING, MECHANICAL DUCTS, STRUCTURAL ELEMENTS AND ALL OTHER RELATED ITEMS. INSTALL NEW PLUMBING, MECHANICAL, FANS, DUCTS, CONDUITS, AND OTHER RELATED ITEMS 50 AS TO NOT CONFLICT WITH ANY /ALL FIELD CONDITIONS INCLUDING LUMINAIRES. 14. INSTALL NEW LIGHT FIXTURES WITH PROTECTIVE FILM OR SIMILAR COVER OVER LOUVER, LENS, BAFFLE, ETC. TO AVOID FIXTURE SOILING OR DAMAGE. FIXTURES SHALL BE MAINTAINED CLEAN AND AS NEW. ALL LAMPS SHALL BE NEW AT PROJECT COMPLETION — RELAMP EXISTING FIXTURES. Sheet Notes: 1. TYPICAL SUSPENDED CEILING GRID AND TILE ARE EXISTING —SCOPE IS PRIMARILY TO PATCH AND REPAIR EXISTING. 2. REFER TO DTL. 1/1 -9.1 FOR A.C.T. CEILING BRACING 3. PROVIDE EMERGENCY EGRESS LIGHTING AS REQUIRED BY LOCAL CODES AND ORDINANCES. RELOCATE AND REUSE AS DEEMED NECESSARY. 4. LIGHTING FIXTURES SHALL BE SWITCHED IN GROUPS BY AREA AND TYPE. REF. TO ELECTRICAL DRAWINGS FOR LOCATIONS & CIRCUITING. 5. SUSPENDED CEILING SYSTEM 15 TO BE LATERALLY BRACED PER CODE REQUIREMENTS. . NEW / RELOCATED LIGHT FIXTURES ARE INDICATED "N" Key Notes: 01 REMOVE EXISTING GWB SOFFIT IN THIS AREA—REPLACE W/ GRID AND ACT TO MATCH EXISTING. 0 NEW EXTERIOR CANOPY —REFER TO DETAILS THIS SHEET. Lighting Power Budget: EXISTING WATTAGE 15 LESS THAN OR EQUAL TO EXISTING. Legend: $ $D $3 1 oo' -oo" 1 iet Amnis 1— REVIEW \s IDE CONIPLIPNCE OPP ) EXISTING /NEW BUILDING STANDARD 2' —O" X 4' -0" GRID AND TILE. LATERALLY BRACE PER CODE. REFER TO DETAIL 1/1 - 9.1. . ut' 21 1O 1 City Of Tub _VIa -5 - SWITCH SWITCH WITH DIMMER 3 —WAY SWITCH CEILING HEIGHT A.F.F. BUILDING STANDARD DOUBLE FACED EMERGENCY EXIT LIGHT AND SIGN WITH BATTERY BACK —UP BUILDING STANDARD SINGLE FACED EMERGENCY EXIT LIGHT AND SIGN WITH BATTERY BACK —UP FIRE ALARM W/ HORN & STROBE AS REQUIRED BY FIRE INSPECTOR. EMERGENCY EXIT ILLUMINATION PER UBC 1003.2.9 EGRESS ILLUMINATION. LOCATE STRATEGICALLY WHERE MOST VISIBLE BY AREA SERVED. RECEIVED nip? CIF TIJI<WILA MAY 0 3 2007 Design Drawn Checked Date Project No_ No. Date 5.1.07 Per cIb lelton design — ARCHITECTURE PLANNING INTERIOR DESIGN — 4633 SW MAPLE WAY SEATTLE, WA 9 36 PH: 206.936 -594 CELL: 206.310-0269 dbhelto @aol.com BINW 10838 East Marginal Way S. Tukwila, WA 98168 Design Team dbh dbh dbh 4.16.07 06 -002 Revisions Description Issue for Permit Registration Keyplan Sheet 'Title Reflected Ceiling Plan Tit Set 5:1.07 Sheet No. I -3.1 WAU TYPE SYMBOL STUD SIZE STUD GAUGE STUD SPACING WALL THICKNESS INSULATION THICKNESS FIRE RATING / UL DESIGN NO. COMMENTS A 2 1/2" 20 GAUGE 24" O.C. 3 3/4" 3 1/2" 3/1-9.1 NOTES: 1. LATERAL BRACING CLUSTER: (4) 12 GA. GALV SOFT- ANNEALED MILD STEEL WIRES SECURED TO MAIN RUNNER WITHIN 2" OF CROSS 'T' AND SPLAYED 90 DEGREES FROM EACH OTHER AT 45 DEGREES MAX. ABOVE HORIZONTAL. CLUSTERS PLACED 12' -0" O.C. X 8' -0" O.C. AND 4' -0" MAX. FROM EACH WALL. WIRES SHOULD BE TAUT WITHOUT CAUSING CEILING TO LIFT. 2. SUSPENSION WIRE: 12 GA. GALV. SOFT- ANNEALED MILD STEEL WIRE ENCASED IN 1/2" DIAM. CONDUIT (FOR UPLIFT RESTRAINT); SECURE WIRE TO MAIN RUNNER WITHIN 2" OF CROSS 'T'. CONDUIT TO OCCUR AT EVERY LATERAL BRACING CLUSTER AND SUSPENSION WIRES TO OCCUR AT 4'--0" O.C. MAX. EACH WAY. VIEW SHOWING BRACING CLUSTER AND SUSPENSION WIRE w L 0 co I _ / NOTE NO. 2 � FASTEN RUNNERS TO PERIMETER -- WALL ANGLE AT (2) ADJACENT SIDES W 4 ITTURNS HIN � 1 -1 " TYP. NOTE N0. 1 2' MAX TYP 45 MAX TYP 45 MAX.TYP. LATERAL J� CROSS MAIN RUNNER Ceiling Bracing Diagram Scale: None N Handle Fire Extinguisher Cabinet Scale: N.T.S. ° 1' -1" Q Wall Cabinet w/ Door Scale: 1 1/2"=r-0" NEW SEMI- RECESSED STAINLESS STEEL FIRE EXTINGUISHER CABINET BY POTTER - ROEMER INC. ALTA SERIES DV DUO VERTICAL PANEL W /CLEAR GLAZING, SIZE CABINET TO ALLOW FOR EXISTING EXTINGUISHER INSTALLATION. PROVIDE ANY BLOCKING AS PER MANAFACTURER'S RECOMENDATIONS. WHEN LOCATED AT COLUMNS, CABINET AND SIGNAGE TO BE CENTERED ON COLUMN ENCLOSURE. TYPICAL, U.O.N. Scale: 1 1/2"=1' -0" i NOTE NO. APPROVED "FIRE EXTINGUISHER" SIGNAGE 3" HIGH WHITE HELVETICA LETTERING ON RED BACKGROUND 8 "x12" SIGN PROVIDE SIGNAGE ON ALL FOUR SIDES OF COLUMN ENCLOSURE WHEN FIRE EXTINGUISHER OCCURS AT COLUMN. SEE PLAN Base Cabinet w/ Trash Receptacle T /CAB. REFER TO ELEVATION PROVIDE BLOCKING BEHIND CABINET AND IN WALL AS REQUIRED 3/4" ADJUSTALBLE SHELF ON 2" O.C. SHELF CLIPS SPECIFIED CAB'T PULL B /CAB. REFER TO ELEVATION NOTE N0. 1 RUNNER ENDS AT OPPOSITE WALLS TO FLOAT FREE ON PERIMETER ANGLE UNDER COUNTER LIGHT FIXTURE SEE CEILING PLAN FOR LOCATION 3/4 BACKSPLASH WHERE rsi OCCURS - SEE ELEVATIONS CABINET PULL 1/8" SCRIBE LINE AT DRAWER LEVEL PULL -OUT TRASH DRAWER (FULL CABINET FACE) RUBBERMADE "UNTOUCHABLE WASTE SERIES" MODEL #RCP 3568GRA, TYP., F.C.I.C. PLAM EXTERIOR MELAMINE INTERIOR ADJACENT WALL BASE FINISHED FLOORING THERMOSTAT NO. 9 GA. LATERAL SUPPORT WIRE WITHIN 3" OF EACH CORNER OF LIGHT FIXTURE. SPLAY WIRES AS SHOWN AND FASTEN TO BEAM OR PURLIN. MIN. OF 3 WIRE TURNS EA. CONNECTION POINT. NO. 9 GA. FIXTURE SUPPORT WIRES AT CENTER ENDS OF EA. FIXTURE. FIXTURE SUPPORT WIRE SUPPLIED BY CEILING CONTRACTOR. HARDWARE SET AS SCHEDULED ELEC. OUTLET TEL. OUTLET cr' Scale: N.T.S. co 4 Light Fixture Bracing 2 3/42). VERIFY— W /HDWR SCHED. LLI SCHEDULED DOOR (OPEN OR CLOSED) LIGHT SWITCH DOTTED LINE INDICATES LOCATION OF LARGER PLATE FOR GANGED SWITCHES w J w a CROSS TIE MAIN STRUCTURAL RUNNER 4' -0" O.C. HINGE, TYP. FINISH FLOOR NOTE : INSTALL LOCAL ELECTRICAL AND TELEPHONE WALL OUTLETS AND SWITCHPLATES AT NEAREST STUD FROM SCALED LOCATION ON PLAN UNLESS SPECIFICALLY DIMENSIONED. 0 CV Typical Mounting Heights Scale: N.T.S. Base Cabinet w/ Drawer Scale: 1 1/2"=r-0" Scale: 3 " =1 ' —O" a 0 SEE PLAN J i 0 AID N Typical Door Jamb (Head Sim.) 3/4" BACKSPLASH WHERE OCCURS - SEE ELEVATIONS MELAMINE FINISHED FLOORING PARTITION AS SPECIFIED RECESSED FLUORESCENT FIXTURE TYPICAL 1 3/4" SOLID CORE B/S DOOR DOOR FRAME AS SPECIFIED ANCHOR TO STUD AT MINIMUM (3) LOCATIONS PER JAMB (CONCEAL FASTENERS) DOUBLE STUDS EACH SIDE ® JAMBS 60' MAX. TYP. 45' SPECIFIED CABINET PULL VERIFY W/ ARCHITECT 3/4" ADJUSTABLE SHELF ON SHELF CLIPS, 2" O.C. INCREMENTS MELAMINE W/ PVC EDGE ALL EXPOSED SURFACES TO BE PLAM LINE OF CEIL. GRID 11 MIN Ai& — . Tql i I . '.i. 4 4 ACT CEILING TILE METAL EDGE TRIM BLOCK SPACER ABOVE & BELOW GRID AT POINT OF CONNECTION (RUN GRID THROUGH) ACOUSTICAL BATTS AT SOUND PARTITIONS ONLY SLIP JOINT GAP Partition Type -A/ Head Bracing Scale: 3 " =1' -0" Partition @ Mullion Scale: 3 " =1' —O" 0 a f Base Cabinet w/ Sink Scale: 1 1/2"=1' -0" ALIGN CORRIDOR SIDE 1 3/4" Scale: 3 " =1' -0" ■' d EXIST. STRUC. FLOOR CENTERLINE OF PARTITION AND MULLION ACOUSTICAL BATT INSULATION WHERE REQUIRED 5/8" GWB ON METAL STUDS (FASTEN TO OUTBOARD STUD ONLY) 1 1/4" X 2 1/2" HARDWOOD, SHOP PRIMED, PAINT TO MATCH WALL (NOTCH INTO SHADOW MOLD) JOINT COMPOUND OVER METAL EDGE TRIM / SHADOW MOLD ABOVE �L FACE OF SILL BELOW SEE PLAN ROOM SIDE 1 Frameless Door Head /Jamb 0 ATTACH CROSS BRACING TO FLOOR DECK W/ RAMSET FASTENERS, TYP. RESTORE ALL DAMAGED FIRE- PROOFING TO ORIG. FIRE RATING CROSS BRACING AT 7' -9" O.C.: 3 1/2" x 25 GA. STEEL STUDS - ATTACH W/ (3) #6 SHT MTL SCREWS ATTACH CROSS BRACING THRU SPACER TO RUNNER W / #6 SHT MTL SCREW 5/8" GWB EACH SIDE OF 25 GA. METAL STUDS @ 24" O.C. 7/8" X 2" METAL CHANNEL (PRE -PAINT TO MATCH MULLION) WITH 2" X 1/2" FOAM TAPE AND (2) 1/2' BACKER RODS PERIMETER WINDOW WALL SYSTEM 3/4" BACKSPLASH WHERE OCCURS - SEE ELEVATIONS STAINLESS STEEL SINK SPECIFIED CABINET PULL WRAP PIPES PER ADA PLAM EXTERIOR MELAMINE INTERIOR OPEN BASE FOR ACCESSIBUTY FINISHED FLOORING q(0 TYPICAL PARTITION WITH NON -COMB BLOCKING AS SHOWN PROVIDE METAL RECEPTOR AT HEAD FOR PIVOT PIN 3/4" PAINTED MDF HEAD AND JAMBS WITH TAPERED LEADING EDGES (MUD INTO GWB BOTH SIDES OF WALL) 3/4" x 3/8" x 2" LONG ANGLE (SLV) DOOR STOP AT HEAD NEAR STRIKE SIDE PROVIDE RUBBER SILENCER AT STOP CLOSET DOOR LEAF WITH PIVOT HINGE TOP AND BOTTOM - PROVIDE PROPER MINIMUM CLEARANCES AT HEAD AND JAMBS [V Partition Type -A/ Typical B/S Wall Scale: 3 " =1' -0" GENERAL: PROVIDE PLASTIC LAMINATE COVERED BASE AND UPPER CABINETS INCLUDING ALL HARDWARE AND ACCESSORIES. ALL CASEWORK SHALL BE MANUFACTURED PER ARCHITECTURAL WOODWORK INSTITUTE (AWI) QUALITY STANDARDS. PRODUCTS: CABINETS: CONFORM TO AWI 400B, LAMINATE CLAD CABINETS, CUSTOM GRADE. PROVIDE SUITABLE FASTNERS AND ADHESIVES. PROVIDE FLUSH OVERLAY STYLE DOORS AND DRAWERS. PARTICLEBOARD: MEDIUM DENSITY (NOT LESS THAN 40 LBS PER CU. FT. 3/4" THICKNESS. CABINET /DRAWER LINER: HIGH - PRESSURE MELAMINE LAMINATE /LINER GRADE. PLASTIC LAMINATE: GENERAL PURPOSE GRADE .050" HORIZONTAL AND .030" VERTICAL (SEE FINISH PLAN FOR COLORS). BALANCING SHEET FOR BACKING OF COUNTERTOPS TO BE .020" THICK. HARDWARE: INCLUDE 4" WIRE TYPE DOOR /DRAWER PULLS (US32D FINISH), FULL EXTENSION HEAVY DUTY DRAWER GLIDES, KEYS /LOCKS, CONCEALED DOOR HINGES, SHELF HARDWARE AND OTHER REQUIRED ITEMS. EXECUTION: CABINETS: FABRICATE PER COUNTERTOPS: FABRICATE DRAWERS: FABRICATE PER CASEWORK TO BE PLUMB, OPERATION. Casework Notes Scale: None Scale: None Drawer Stack Scale: 1 1/2"=1' -0" 4" TYP. Scale: 3 " =1' -0" AWI "CUSTOM GRADE," SECTION 4006. PER AWI "CUSTOM GRADE," SECTION 400C. AWI "CUSTOM GRADE," SECTION 400A -S -7. LEVEL AND SQUARE. HARDWARE TO BE ADJUSTED FOR SMOOTH SEE PLAN 1 1 7 cV 4" a TIP. CD Typical Door Frame Location SOUND ATTENUATION BLANKET-EXTEND 2' BEYOND EACH SIDE OF WALL FINISHED ACT CEILING - OFFICE SIDE ONE LAYER 5/8" G.W.B. EACH SIDE OF STUD W/ SOUND ATTENUATION INSULATION CONT. STEEL RUNNER ANCHORED TO FLOOR 2' -0" O.C. WITH CONT. 1/8" X 1" FOAM TAPE. BASE (AS SPECIFIED) FINISHED FLOOR SLAB 3/4" BACKSPLASH WHERE OCCURS - SEE ELEVATIONS SPECIFIED CABINET PULL VERIFY W/ ARCHITECT HEIGHT OF BOX DRAWERS TO BE EQUAL BASED ON OVERALL CABINET HEIGHT SEE ELEVATIONS FOR QUANTITY OF BOX AND FILE DRAWERS PROVIDE "PENDAFLEX" FILE HOLDERS INSIDE FILE DWR WHERE OCCURS ALL EXPOSED SURFACES TO BE PLAM 1 FINISHED FLOOR 5/8" GYP. BD. ON METAL STUDS RECEIVED t°,rT'v OF Tt.INWfl ,4 MAY 0 3 2007 E Eh BUILDING STANDARD DOOR FRAME 5/8" GYP. BD. OVER METAL STUDS ACOUSTICAL INSULATION WHERE OCCURS ARCHITECTURE PLANNING — INTERIOR DESIGN 4633 sW MAPLE WAY SEATTLE, WA 98136 PH: 206.938 -5941 CELL: 205.310-0259 d6llelto@ziol.com 10838 East Marginal Way S. Tukwila, WA 98168 Design Team Design Drawn Checked Date Project No. No. Date 5.1.07 cll kelton clesign BINW dbh dbh dbh 4.1 6.07 06 -002 Revisions Description Issue for Permit DAVID B. HEL • N STATE OF WASHINGTON REGISTERED ARCH! ECT Keyplah Sheet Title Details Per —it Set 5.1,O/ Sheet No. I -9.1 0 I 0 1 1 - 0 0 In ti - d' i 1/4" PLATE, TYP. P%. I/52.1 GI2 to WALL 1- I /2 " =I' -0" PLAN SECTION . 2/52. 1 DT,.. 5/52.1 es (2) 3/4" x 4" W.T.S EPDXY INTO EXIST. CONC. WALL 24' O" ENTRY CANOPY FRAMING PLAN SCALE: 1/2 " =1' -0" GI2 x 20.1 GRIND SMOOTH ILI Cl2 x 20.1 C 12 at CORNER and CLEVIS I- 1 /2 " =1' -0" PLAN 1/2" SECTION ANGLE PER ARCH. 1/4 L5x3x5 /I6x -6" C12 x 20.1 3/4 A -36 ROD (MIN.) CLEVIS BY OTHERS P = 5000# "0 PIN 1/2" PLATE GENERAL STRUCTURAL NOTES (The following apply unless shown otherwise on the plans) CRITERIA 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE 2003 SEATTLE BUILDING CODE (2003 SBG). 2. DESIGN LOADING CRITERIA ROOF LIVE LOAD 25 PST WIND QO MPH, EXPOSURE "C" EARTHQUAKE NOT APPLICABLE 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS TOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS ToR COMPATIBILITY AND SHALL NOTIFY ARCHITECT Of ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND /OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND /OR POR MY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 5. 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. 6. DRAWINGS INDICATE GENERAL AND TYPICAL PETALS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR PETALS OP CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE ENGINEER. 1. 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. S. SHOP DRAWINGS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. APPROVED SETS OF ALL SHOP DRAWINGS SHALL ALSO BE SUBMITTED TO THE BUILDING DEPARTMENT. EXISTING CONCRETE WALL I/2" PLATE 3/4 "0 A - 36 ROD (MIN.) 4 STEEL MEMBERS ROD AND CLEVIS BY OTHERS, 5000# CAPACITY ILI PROVIDE SELF LOCKING NUTS AND 2 "0 PLATE WASHER (TYP.) 3/5" PLATE (2) 5/4"0 W.T.S CL PLATE 2 -1/2" I' -6" MAX. FROM ROOF 1"0 PIN SECTION CLEVIS NOT SHOWN FOR CLARITY Q. SHOP DRAWING REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OP RECORD, THEREFORE MUST BE VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF RECORD. CONTRACTOR SHALL REVIEW DRAWINGS FOR CONFORMANCE WITH THE MEANS, METHODS, TECHNIQUES, SEQUENCES AND OPERATIONS OF CONSTRUCTION, AND ALL SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO. SUBMITTALS SHALL INCLUDE A REPRODUCIBLE AND ONE COPY; REPRODUCIBLE WILL SE MARKED AND RETURNED. SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR 15 TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT, BY INDICATING WHICH MATERIAL IS INTENDED TO BE FURNISHED AND INSTALLED AND BY DETAILING THE INTENDED FABRICATION AND INSTALLATION METHODS. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED. STEEL 10. STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON THE LATEST EDITIONS OF THE A.I.S.C. SPECIFICATIONS AND CODES: I. SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS- ALLOWABLE STRESS DESIGN. II. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: TYPE OF MEMBER A. PLATES, SHAPES, ANGLES, AND RODS B. SPECIAL SHAPES MP PLATES (NOTED GRADE 50 ON PLANS) G. STRUCTURAL TUBING (SQUARE OR RECTANGULAR) D. ANCHOR and CONNECTION BOLTS A301 (EMBEDDED IN MASONRY OR CONCRETE) GI2 x 20.1 T.5.3xSX3 /16" CLEVIS and PLATE to CONC. WALL O COVER I-1/2"=1 I- 1/2 " =1' -0" 3/16 ASTM SPECIFICATION Fy A36 (MIN) 36 K5I (MIN) A512 50 K51 A500 (GRADE B) 46 K5I 12. ALL WELDING SHALL BE IN CONFORMANCE WITH A.1.5.G. AND A.W.S. STANDARDS AND SHALL BE PERFORMED BY W.A.B.O. CERTIFIED WELDERS USING E10 XX ELECTRODES. ONLY PREQUALIFIED WELDS (A5 DEFINED BY A.W.S.) SHALL BE USED. ALL PARTIAL PENETRATION WLLDS SHALL BE VISUALLY INSPECTED BY A SPECIAL INSPECTOR. EXISTING CONCRETE WALL CONNECTION TO T.5. PER ARCH. T.S. 2.5 x 2.5 x 3/16" x 1 4" x 4" x 1/4" PLATE w/ (2) 5/4"0 W.T.S. THRU BOLTS AT CL PLATE w/ SELF- LOCKING NUTS AND 2"0 PLATE WASHERS — REVIEWED CODE COMPLIANCE g APPROVED JUN 2 City Of Tukwila BUILDING DIVISION r 3/16 3/16 -n-- 1111 1 7=11 RECEIVED crr4' OF r1 Wit MAY 0 3 2007 C?ATE: 1 EXPIRES 5/23/07 0 U Z PROJECT NUMBER: PROJECT MANAGER: DRAWN BY: PLOT DATE: Framing Plan and Details slider 1 engineering works, 11c 1932 first avenue, suite 809 seattle, washington 98101-2498 t = 206 + 728 + 4844 f(x) = 206 + 728 + 7643 w� = sliderule.biz 2007.9825 AH TA 03.16.07 S2.I