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HomeMy WebLinkAboutPermit D08-312 - MATTRESS DEPOT - TENANT IMPROVEMENTMATTRESS DEPOT 16901 SOUTHCENTERPY D08 -312 Parcel No.: 2623049011 Address: 16901 SOUTHCENTER PY TUKW Suite No: Tenant: Name: MATTRESS DEPOT Address: 16901 SOUTHCENTER PY , TUKWILA WA doc: IBC -10/06 CitAf Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Owner: Name: OCM ESCROW ADMINISTRATION Address: 1717 MAIN ST 8Th FL- ESCROW , DALLAS TX 75201 Phone: Contact Person: Name: RYAN: SCHOFIELD Address: 2442 NW MARKET ST #69 , SEATTLE WA 98107 Phone: 206 234 -2314 Contractor: Name: AEDIFEX INC Address: 2442 NE MARKET ST #69 , SEATTLE WA 98107 Phone: 206 784 -2150 Contractor License No: AEDIFI *945RA DEVELOPMENT PERMIT Permit Number: D08 -312 Issue Date: 08/28/2008 Permit Expires On: 02/24/2009 Value of Construction: $20,000.00 Fees Collected: $685.13 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2006 Type of Construction: Occupancy per IBC: 0019 DESCRIPTION OF WORK: MOVE FULL HEIGHT WALL TO CREATE (2) SPACES. CLOSE REAR CAR DOORS WITH CMU PER PLAN. * *continued on next page ** Expiration Date: 02/19/2010 D08 - 312 Printed: 08 -28 -2008 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: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: Permit Center Authorized Signature I hereby certify that I have read an ex ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be compli d h, whether specified herein or not. The granting of this per 't do not pr- -ume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or . - p:. `orm- . e of wo doc: IBC -10/06 City &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 Signature: Print Name: 51/4/61/A__ &o'o/C) Permit Number: D08 -312 Issue Date: 08/28/2008 Permit Expires On: 02/24/2009 Date: 09I 2b tID I - aut • rized to sign and obtain this development pe ...... Date: 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. D08 - 312 Printed: 08-28 -2008 • City of Tukwila Parcel No.: 2623049011 Address: 16901 SOUTHCENTER PY TUKW Suite No: Tenant: MATTRESS DEPOT 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 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: Status: Applied Date: Issue Date: D08 -312 ISSUED 06/05/2008 08/28/2008 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: 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. 6: 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. 7: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 8: 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. 9: All construction sh 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. 10: Masonry construction shall be special inspected. 11: 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. 12: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 13: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 14: Manufacturers installation instructions shall be available on the job site at the time of inspection. doe: Cond -10/06 D08 -312 Printed: 08-28 -2008 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 15: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 16: 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. 17: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 18: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 19: All electrical work'shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 20: 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. 21: ** *FIRE DEPARTMENT CONDITIONS * ** 22: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 23: Maintain fire extinguisher coverage throughout. 24: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be secuiely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 25: 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) 26: 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) 27: 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) 28: The path of egress travel along a means of egress shall not be interrupted by any building element other than a means of egress component as specified in this chapter. Obstructions shall not be placed in the required width of a means of egress except projections permitted by this chapter. The required capacity of the means of egress system shall not be diminished along the path of egress travel (IFC 1003.6) 29: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) doc: Cond -10/06 D08 -312 Printed: 08 -28 -2008 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 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: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 33: 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) 34: 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) 35: Aisles in sprinklered buildings shall be a minimum of 44 inches (1118 mm) wide. Aisles shall be a minimum of 96 inches (2438 mm) wide in high -piled storage areas exceeding 2,500 square feet (232 m in area, that area accessible to the public and designated to contain high- hazard commodities. Aisles shall be a minimum of 96 inches (2438 mm) wide in areas accessible to the public where mechanical stocking methods are used. (IFC 2306.9.1.1) 36: 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) 37: All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) 38: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings pnor 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 anyl other representative designated and/or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 39: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 40: Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (IFC 703.1) 41: New and existing buildings shall have approved address numbers, building numbers or approved building identification doc: Cond -10/06 D08 -312 Printed: 08 -28 -2008 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 42: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 43: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 44: These plans were reviewed by Inspector 0700. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 45: ** *PLANNING DEPT CONDITIONS * ** 46: Storefront system to match style /finish/colors /and materials of existing tenant spaces. doc: Cond - 10/06 * *continued on next page ** D08 -312 Printed: 08 -28 -2008 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. Signature: Print Name: 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 osiva pc shof'G ek Date: 81 D08 - 312 Printed: 08-28 -2008 J E -Mail Address: Company Name: Mailing Address: Contact Person: E -Mail Address: E -Mail Address: Company Name: • Ott Mailing Address: • CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: /'wu'w.ci.tukwila. u•a. 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 II -- L I King Co Assessor's Tax No.: it � t� 1 D(n- Site Address: � -t 9 t3 I " e lk \&1 I.L ,� ,A . Suite Number: to i Floor: ' Tenant Name: T 0 ,).. y�,.t .o ,,,,, ()cr+' New Tenant: $ Yes ❑ ..No L I Property Owners Name: 1/". 0.`4 s V w•- : L_ -,-43- Mailing Address: 2f*I 2 KKK) \AA.evW -ti *Lel '5-r ci - 9E(d City State Zip CONTACT PERSON - who do we contact when your permit is ready to be issued • Name: #f1 .) `)f L� i P.\6 / Day Telephone: 2 - Mailing Address: 21" `` /� L ) 1/�4� abk ( � _tk W A' cabi0 City State Zip Fax Number: 2(1A 1 6 - O , GENERAL CONTRACTOR INFORMATION - (Cootractor.Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) t - tor OAAAJL_ CA A at . & i7(A 44,6 Contractor Registration Number: pre. a ► f S 0 1 1 1 ° 5 7....A Company Name: , 1--. CA i C.t- W. U -C- `\ Mailing Address: 13o \ &.-- Contact Person: T Contact Person: E -Mail Address Q: \Applicationaonns-Applieations On Line'3.2006 - Permit Application.doc Revised: 9 -2006 bh Expiration Date: Building Permit No.( l Z- Mechanical Permit No. Plumbing /Gas Permit Public Works Permit No. Project No. (For off ce use only) City State Zip Day Telephone: 245D. 2-3y 22L( Fax Number: 2iftet. 2-.c30 l "7-I 1 20 to ARCHITECT OF . RECORD - All plans must be wet stamped by Architect of Record • 4 ) -t-a WA-- e t 122. City State Zip Day Telephone: 2e5U Fax Number: ENGIINEER'OF RECORD - All plans must be wet stamped by Engineer of Record City Day Telephone: Fax Number: State Zip Page 1 of 6 BUILDING PERMIT INFORMATION — 206 - 431 -3670 Valuation of Project (contractor's bid price): $ 20,0 D o Existing Building Valuation: $ Scope of Work (please provide detailed information): LuZ 41) CA0 mo■• Cad\ s Will there be new rack storage? ❑ Yes Q:UpplicationsWorms- Applications On Line 3 -2006 - Permit Application.doc Revised: 9 -2006 bh • • 0 .. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in.Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: [r Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes Er No If `yes', attach list of materials and storage locations on a separate 8 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 t,t ''L 81 Interior Remodel �'Xl l[� (1-1431 Addition to Existing Structure New �^ kii.. • -- - Cons cgi nc};§ • SE s . 7 eype r3rf (VOTE - 0, r. .., 3130..r,_.r _ :la Floor ... 3'Flbor 'Floors thm B'asetnent ,ebA'sory Siriictu`re *' `Attached Garage `D'etahed Garage '• Atiaclied.Carport `D6taclied' Carport) Coveted Deck Uncovered Deck BUILDING PERMIT INFORMATION — 206 - 431 -3670 Valuation of Project (contractor's bid price): $ 20,0 D o Existing Building Valuation: $ Scope of Work (please provide detailed information): LuZ 41) CA0 mo■• Cad\ s Will there be new rack storage? ❑ Yes Q:UpplicationsWorms- Applications On Line 3 -2006 - Permit Application.doc Revised: 9 -2006 bh • • 0 .. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in.Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: [r Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes Er No If `yes', attach list of materials and storage locations on a separate 8 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 PERM AP LIGATION 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 revisioniby 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. ,a Mailing Address: 2-- 'a, „Ile.) c A L9 ' tc t W 'RS 109— City State Lip BUILDING OWNER OR AUTHORIZED A Signature: Print Name: Date Application Accepted: Q:Wpplications\Fonms- Applications On Line 3 -2006 - Permit Application.doc Revised: 9 -2006 bh Date:_ Day Telephone: ?6b -L 231 { Date Application Expires: 1 Staff Initials: Page 6 of 6 Receipt No.: R08 -03796 ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Payee: SCHOFIELD LIMITED PARTNERSHIP TRANSACTION LIST: Type ;Method Descriptio Amount Payment Check 1801 60.00 RECEIPT Parcel No.: 2623049011 Permit Number: D08 -312 Address: 16901 SOUTHCENTER PY TUKW Status: ISSUED Suite No: Applied Date: 06/05/2008 Applicant: MATTRESS DEPOT Issue Date: 08/28/2008 Initials: JEM Payment Date: 11/19/2008 12:46 PM User ID: 1165 Balance: $0.00 Account Code Current Pmts 000/345.830 60.00 Total: $60.00 Payment Amount: $60.00 9758 11/19 9707 TOTAL 60.00 doc: Receiot -06 Printed: 11 -19 -2008 Payee: DAVIS SCHUELLER INC • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www. ci. tukwila. wa. us TRANSACTION LIST: Type Method Descriptio Amount Payment Check 3964 60.00 ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES RECEIPT Parcel No.: 2623049011 Permit Number: D08 -312 Address: 16901'SOUTHCENTER PY TUKW Status: ISSUED Suite No: Applied Date: 06/05/2008 Applicant: MATTRESS DEPOT Issue Date: 08/28/2008 Receipt No.: R08 -03693 Payment Amount: $60.00 Initials: JEM Payment Date: 11/05/2008 04:18 PM User ID: 1165. Balance: $0.00 Account Code Current Pmts 000/345.830 60.00 Total: $60.00 • doc: Receiot -06 Printed: 11 -05 -2008 Parcel No.: Address: Suite No: Applicant: Receipt No.: R08 -03482 Initials: LAW User ID: 1632 Payee: • 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 2623049011 16901 SOUTHCENTER PY TUKW MATTRESS DEPOT RYAN SCOFIELD TRANSACTION LIST: Type Method Descriptio Payment Cash ACCOUNT ITEM LIST: Description Account Code PLAN CHECK - NONRES 000/345.830 RECEIPT Amount 60.00 Current Pmts 60.00 Total: $60.00 Permit Number: Status: Applied Date: Issue Date: Payment Amount: $60.00 D08 -312 ISSUED 06/05/2008 08/28/2008 Payment Date: 10/09/2008 02:36 PM Balance: $0.00 92 10/49 9707 TOTAL 6;.0c ri Drji 60.30 r,L :30.00 :.as' -: 100.00 r . !/AN3r' 40.00 :2/09/08 r( 7 r 14! 37 'JO 97 E2292 doc: Receiot -06 Printed: 10 -09 -2008 Parcel No.: Address: Suite No: Applicant: MATTRESS DEPOT Receipt No.: R08 -03311 Initials: User ID: Payee: WER 1655 AEDIFEX INC Payment Check 4015 I City of Tukwila TRANSACTION LIST: Type Method Descriptio 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 2623049011 16901 SOUTHCENTER PY TUKW ACCOUNT ITEM LIST: Description Account Code PLAN CHECK - NONRES 000/345.830 RECEIPT Amount 60.00 Permit Number: Status: Applied Date: Issue Date: Payment Amount: $60.00 Payment Date: 09/22/2008 09:55 AM Balance: $0.00 Current Pmts 60.00 Total: $60.00 • 7:39 )9/22 9707 TOTAL D08 -312 ISSUED 06/05/2008 08/28/2008 6000 rinr.• RArAint -OR Printari 09- 99 -90f1R • 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.: 2623049011 Permit Number: D08 -312 e Address: 16901 SOUTHCENTER PY TUKW Status: APPROVED Suite No: Applied Date: 06/05/2008 Applicant: MATTRESS DEPOT Issue Date: Receipt No.: R08 -03089 Initials: JEM Payment Date: 08/28/2008 04:04 PM User ID: 1165 Balance: $0.00 Payee: SCHOFIELD LIMITED PARTNERSHIP TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1778 385.13 ACCOUNT ITEM LIST: Description BUILDING - NONRES STATE BUILDING SURCHARGE Account Code Current Pmts 000/322.100 380.63 000/386.904 4.50 Total: $385.13 Payment Amount: $385.13 5734 09/29 9716 TOTAL 385.13 doc: Receiot -06 Printed: 08 -28 -2008 Receipt No.: R08 -01956 Initials: JEM User ID: 1165 Payee: RYAN SCHOFIELD City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us TRANSACTION LIST: Type Method Descriptio Amount Payment Cash 300.00 ACCOUNT ITEM LIST: Description BUILDING - NONRES PLAN CHECK - NONRES RECEIPT Account Code Current Pmts 000/322.100 31.87 000/345.830 268.13 Total: $300.00 Parcel No.: 2623049011 Permit Number: D08 -312 Address: 16901 SOUTHCENTER PY TUKW Status: PENDING Suite No: Applied Date: 06/05/2008 Applicant: MATRESS DEPOT Issue Date: Payment Amount: $300.00 Payment Date: 06/05/2008 10:49 AM Balance: $385.13 3289 06/05 9711 TOTAL 300.00 doc: Receiot -06 Printed: 06-05 -2008 COMMENTS: Type of Inspection: ► NA Address: i l 0 t S IN't t �c�APel Mailed: Special Instructions: • / Date Wanted i Q 0 �” eJ Put f.-0 .0(P_c .-t' M\ /Ai1 - f..() ,N) t.,. Ave .n imek e -- .,.,, fir 1 I/`_ �._ •c e &A- (1 a A" 3 L4 -C /J6 - - ;AST Atte ` ,. 114 n 1 3 4 ,,( t C. N : rC S n e (' /-t „\ t JL eI' . r t t` I: / Project: • Ill 2L55 ( ?') Type of Inspection: ► NA Address: i l 0 t S IN't t �c�APel Mailed: Special Instructions: • / Date Wanted i Q 0 �” Reque Phone No: 2O(2372 Receipt No.: i nzatassioeleselm. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206)431 -36 Approved per applicable codes. Corrections required prior to approval. , ate: 1 Ei $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspecrr: tl '! 'Date: Pro��ggct: '' `` Nl� ar C ss ae OJ Type of Inspectio , "-- A /� 8 BU Address: ' Date Called: Special Instructions: 9�1 Me 9 ` Date Wanted: y a. If' I3_oU _'p.m. Requester: Phone No: 7 S rl I l Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PE MIT NO. CITY OF TUKWILA BUILDING DIVISION r 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 Approved per applicable codes. Corrections required prior to approval. COMMENTS: - £x`'S"" s Is . Inspecto Date: C aJ-e_ 144 lei SAJS ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: IDate: } • COMMENTS: tt r �r it eJ 1 d'\ _) f W � ez) rtcor.7 (z-44d /-1-4 .a-,. ;s Apprl, . 1 N - e » ( Y r qA i ^frA1( n� 1 ..' .5 S'� c 6,P nC / UJ �vN'tt i , C. t. J\ L" , LJ A 4,3), _ P i)p .`fit t i r o-edt _1'a re. Q PP.. Ac A i ( 3i ti A . r .� - o _ 3 OA .� J �� F/ / J t PA n _ tLicr uj It .. 3S w- i` i) r v _c-e) e6 ke &co u e S P€ 4 (c-A- � t(P - E ,6 .r PrMATire Si ar d .0e_y cti Type of I�spe� W ~ 1 Al Address: ` i(oq ph/1cl Date Called: Special Instructions: Date Wanted: f _ O / 6;7 p.m. Requester: Phone No: A4-er INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 l (206)431 -3670 Approved per applicable codes. • Corrections required prior to approval. 'Date: 00Y- 3'2 PERMIT NO. ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: (Date: S 1 COMM ENTS: O�. ,DU ` � Type of on: - IL 60 , I , 4 . ,, I f) p (J r1 ( f reA6 , I ''ti c l / ' It, e-/c' - ><F1 ; S t 6.1 Sr- g AC 1,N Date Wanted: nrA t_ /63. -f _ Requester: 0 Mf 4- t? tT A.PC d S l c,J J .S -P /) Pr .D AA r 1 . -� - r , nKe Sato Ui i 0(.3 a _ 4.e I: r( 3 ( . A ** " Pet.,^ t Project: � , cj s O�. ,DU ` � Type of on: - IL 60 , I , 4 . Address; I (0 9 o ( S 0,J kLd VI Date Called: Special Instructions: Y ! Date Wanted: a.m. �(9 - ` ` pm Requester: Phone No: . 1 - 7A040 2 - 3 4 - 2 3 1 . 1 INSPECTIO NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 630,0 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Inspect 1 Date X/t. RED. REINSPECTION FEE RE . ED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 J INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. Receipt No.: 'Date: COMMENTS: c . rr! e g`C)t_ / i L,�vL t e - oA h/ rt\ • k ref T ( AT rte ` SA ronr - 4c., r . Date Called: c C--; /` i)(a ..-P. !s Lai 14 v( J/ , .})(f;-7-- (;) - 4./c1 - ,-,01.-i t - - - - 546 of c).1"(_7' r — 01( - j t) L .4 Requester: Phone No: a . a li Projects ' ,t !�� ( 6 c T y pe o f Inspection: N6 ! T Add sLI 6 I .5 C P` � ll cial A / Date Called: Special Instructions: Date Wanted: / ', 0/0 a.n 1, = Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTIO NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100 Tukwila, WA 98188 Oo& -3 ? PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. InspecEj I Date: f —c) y ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: COMMENTS: ____-- D p � f Type of Inspection: JA ' 1 n ��� o DvU l Address Utz. /2,! Special Instructions: I Date Wanted: / O Cl U' p.m. Requester: /,.d/1 c ( _ _ , a I e Phone No: ?.416P -z31 —2 314 l cam N A s ( D 4 1 - 71, - 0 r S J (-4 /./ e k fA r\T of S r Jd / C -.-- I, A h \ Project '� t sJ ____-- D p � f Type of Inspection: JA ' 1 Address Date Called: Special Instructions: I Date Wanted: / O Cl U' p.m. Requester: Phone No: ?.416P -z31 —2 314 1S INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT -NO. CITY OF TUKWILA BUILDING DIVISION l e-- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Inspect r: fU �� Corrections required prior to approval. IY Date: l D ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: • �,- :: a . .:�. °mot, •• ° o .. COMMENTS: 1)1) 0( C�Jer , Pis Address: I (n c t ( J( P'r-� ) ( , PE'. b\ D i. %mow < <.,) A C.J 6( e DO o n -- r.-,) A,. 6 o 5 `, we t,s p k - 01 , , k i --& 18 ( M Y t--J c `i`7 i\ i (3-e ht... Date Wanted: D Y De N 0' Vern L. K1 CA o (.C I t /r 8' . M 0 J.-P i , ' .) J' -k / 6\ ) (IA 1 t- vierP J n C ( r la jD u , .k SDAL C � V 6 0 . 0 KU S • ` d 1J ,e.. ,r4p.e 1 ,`'‘).0 LA- U-) A I ProjeAAct,: Type of In pection: • Address: I (n c t ( J( P'r-� ) Date Called: Special Instructions: Date Wanted: D Y De Cm: p.m. Requester: Phone No: J'i34- 1-31-1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 0 " 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. ( Date: l 0 $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: !Date: COMMENTS: Type of Inspection: • L- Cam✓ 4 - 0 l (.. T'3 c ./ -P-i 1 t` c S -- vX - \ N -- . i err / v 0 A' s k' M 7 Special Instructions: Lie Wanted: /6 -- e'r' v, J -- T . A - -- kip-Cc.,- 5 .) S df pLikA ;s A Phone No C 01C.. •` , f -) ti.) ( ly 12/>cir v?l r 1U 3 ITh 1,3 A1 _ - . 1\ Project: ® j� ` /1 /��✓ / i 747 72r $ ,i)c,4 / Type of Inspection: • L- Cam✓ 4 ./!� ter 1e' a l+, itcd Addreess j , to Called: Special Instructions: Lie Wanted: /6 -- e'r' a. Requester: Phone No INSPECTION RECORD j�,� Retain a copy with permit D. 3 "? INSPECTION NO. �� ERMIT NO. CITY OF TUKWILA BUILDING DIVISION la 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36Z0 Approved per applicable codes. El Corrections required prior to approval. /J ,1/4) InspQt{tor: Date: 7 n $60.00 REINSPECTION FE II MIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. r Receipt No.: 'Date. COMMENTS: N I\ A „? r O v Al OA \ ` rt�' k sokk to.),t".1 occ_ .N e 6 Mkro 6 Ih S i\- (1- is A P. Address: / � l tn SC d' 4/ KW4 c'h (k WI a C.(e k (2) re C r A-V- of &DJ tx • 2C Pk .. I Special Instructions: / Date Wanted: I o -3 -Or a.m. a.m. Requester: n Project: M AX re �' .5 Or po ( Type of Inspection: . 1_.__. Address: / � l tn SC d' 4/ KW4 Date Called: Special Instructions: / Date Wanted: I o -3 -Or a.m. a.m. Requester: Phone No: 7-0(0 211 —23be4 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION le- 6300 Southcenter Blvd., #1 Tukwila, WA 98188 ;(206)431 -3670 Ei Approved per applicable codes. Corrections required prior to approval. Inspector: 'Date: 3 , 3 r El $60.00'REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: COMMENTS: A l plA v A /J f eA-0---‘4.0 in e S : ^- 0 A-f ( !ik N Vt'a _ 1 Date Wanted: �la. 9 R OC / k irir spy.' 4 -V -� c-/ Phone No ? a y m' 4' a tJ f'..b ' ! l.,J „ k c_l N / AL, 1 Projec�: T i- 3,, TYPe o jQs c 4(iv 6 Address d / %N r Date Called: Special Instructions: Date Wanted: �la. 9 R OC / p.m. Requester: Phone No ? a y m' 4' INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ( 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector fAiu Date: 3 ' ' El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: 7 Project: 1 \'-rze 5 ° Type of Ins ' on: Address: / L ` e> 1 Suite #: S , c . , . Contact Person; Special Instructions: Pre -Fre Phone No.; Needs Shift Inspection: Sprinklers: Fire Alarm:' Hood & Duct: Monitor: Pre -Fre Permits: r i Occupancy Type: t INSPECTION NUMBER CITY OF TUKWILA FIRE DEPA RTMENT 444 Andover Park East, Tukwila, Wa. 98188 Approved per applicable codes. 206 -575 -4407 n Corrections required prior to approval. COMMENTS: Inspector: Date: /77 t /06 Hrs.: ( $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from kwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 Project: H nizt55 p6. t Type of Inspection: C44 tr /52'IE,vka -- - Addres / bqo / j c ey Suite #t ion Person: lY , -.Se Ifs► A &z„ 0 Special Instructions; Phone No.. 1-1°6' . 4 23 Needs Shift Inspection: Sprinklers: Fire Alarm:'''"' , ..:w Hood & Duct: Monitor: _ ` Pre- Fire: Permits: Occupancy Type: INSPECTION NUMBER' 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 Approved per applicable cod CITY OF TUlarifILA FIRE DEPARTMENT DO -3l2 Dpi - 5.y�t PERMIT NUMBERS n Corrections required prior to approval. Cos EATS: eitheoet mf Tv eo ✓t7L.. /dqD> PQ,ruk o/� /6 0> &tv r t jL 4 6- /4406 Hrs.: / 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 1/1.3/06 Project: Sprinklers: Fire Alarm: Type of Ins ection: V Address: f f Suite #: .5. C tr Co tact Person: y A t) C C 1 icl Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 I I Approved per applicable codes. Z gorrections required prior to approval cc MMENTS: ` Sfl► V e,v 4 e t - Inspector: Date: /1/ 4/) $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 Pro' Sprinklers: Type of Inspection: Hood & Duct: Address: /47a/ ite #: SC f/( (.4... Contact Person: $A pW^ f . ) )r7 I Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre- Firer Permits: Occupancy Type: E Approved per applicable codes. INSPECTION NUMBER CITY OF TUKWILA FIRE DEPART 444 Andok,er Park East, Tukwila, Wa. 98188 PERMIT NUMBERS 206- 575 -4407 Corrections required prior to approval. r- COMMENTS: Tc sT s rive T r"; i Inspector: (AJ l5 Date: Zz i y Hrs.: - ` $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Project: A ., -2-e C . 5 - ' p o 1 "' Type of Inspection: Co (-/2 Address: f. lb) Suite #: 5 . C:. tok_zty Contact Person: R `p,. Special Instructions: Phone No :b 2 a3 /q Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER 444 Andover Park East, Tukwila, Wa. 98188 ri Approved per applicable codes. CITY OF TUKWILA FIRE DEPARTMENT COMMENTS: p !D -e, Date: $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 PERMIT NUMBERS 206- 575 -4407 (Corrections required prior to approval. T.F.D. Form F.P. 113 10 -30 -2008 09:36 WASHINGTON ACOUSTICS INC 3606975368 PAGE2 • For essential facilities, hanger wire connections must be capable of carrying 200 pounds andibrsclng (splay) wires shall be capable of carrying 440 pounds. shot -In anchors in concrete are not permitted for bracing wires. Sourc:a Depart- of Scare lbcnirecrs (O.SAyR M -3 • Bracing wires shall be attached to the grid and to the structure in such a man- ner that they can support a design load of not less than 200 pounds or the actual design bad, with a safety factor of 2, whichever is greater (figure 6b). S ctwca C:SCA s.:.c-s=• 4 • Powder driven fasteners must be approved for the appropriate loading. Soot*. ASCE ;-C;5 s3_incr: • Terminal ends of each main beam and cross tee must be supported within IS Inches of each watt with a perimeter wire (see figure 4 & 5 b). Eoufze C.ISCA mrws 34 • Light fixtures weighing less than 10 pounds shall have one 12 gage hanger wire connected from the facture to the structure above. This wire may be slack. ::).;F: E MCA S' `s:'ric zones 3.4 • Light factures weighing more than 10 pounds and less than 56 lbs. shall have two 12 gage wires attached at opposing corners of the light fixture to the structure above. (These wires may be slack. Sauna CISCA Stic txtes 3 4. • Ught Fixtures weighing more then 56 lbs. shalt be supported by directly from the structure above. These wires must be taut. Source CSC:A &comic rono:; 3. • Pendant mounted fixtures shall be directly supported from the structure above using a 9 gage wire or an approved alternate support without using the ceiling suspension system for direct support. Source CISCA Set /rib zones 3 -4 • Tandem fixtures may utilize common wires. Mechanical Services • Terminals or services weighing 20 lbs. but not more than 68 lbs. must have two 3 turns '- "- 12 gage wires connecting them to the coifing system hangers or the structure above. These wires may be slack sours• (SCA 5x;r►a.; 2noer s - vtmlcal I+anycr wire • Terminals or services weighing more than 56 lbs. must be independently supported directly from the structure above. These wires must be taut. myroz Seismic Separation Joints (fi n For ceiling areas exceeding 2500 square feet, a seismic separation joint or full height wall partition that breaks the ceiling shall be provided unless analyses are performed of the ceilings bracing system, closure angles and penetrations to pro- vide sufficient clearance. Source ASCX 7- 3r2 .rem 9.81.6.2.2 d The layout and location of the seismic separation joint shall be per the designer of record and noted on the plans. If a seismic separation joint is required by the designer the designer may use the generic joint detailed in this document or a pro- prietary Joint. The amount of free movement (gap design) shall be per the design of record. Special Inspections Special inspections may be required by the jurisdiction or municipality local building department. Sprinklers For ceilings without rigid bracing, sprinkler head penetrations shall ha oversize ring, sleeve or adapter through the ceiling tile to allow free a least I Inch in all horizontal directions. Flexible head design that can 1 inch free movement shall be permitted as an alternate. Source ASCE 7 -02 figure 8e figure 5b • Countersloping figure fib Sprained eelernla bracing wire attace nmt 51111' 6n11 expansion anchor - -- minimum Struclurel concrrno -..... Steel SirwI 1 witre a 2' long • 12 gage minimum _"...... ... ..........,.....,, Splayed seismic waning wire - , -- NORTHWEST WALL 6 ceiUNG euPEai • ION SYSTEMS colt ACOUSTIC. yr$ CEILINGS A.A.R. Testingt_aI or Client: Aedifex 2442 N.W. Market St. Box 69 Seattle, WA 98106 Contact: Aedifex Inspection Performed: Masonry Date: 9/16/2008 Inspected structural masonry infill for garage door at grids F.9- G.75/10, first lift CMU wall. Verified reinforcement size, grade and spacing, clearance and lap splice. Witnessed epoxy procedures for horizontal and vertical bar placement for bond beams and dowels in top of door jam. Holes were cleaned out prior to epoxy and Hilti Hy 150 was used with an expiration date of 2/2009. Reinforcement and epoxy were per plan on site. Distribution: lv Distribute Client Distribute Engineer Distribute Municipality Architect Field Report Time: Project Number: Permit #: Project Name: Address: Distribute Contractor Distribute Owner Distribute Other Distribute Other Report #: 49255 08 -277 D08 - 312 Mattress Depot T.I. 16901 Southcenter Pkwy, Tukwila Temperature: Inspector: Horton, Tim Reviewed by: All reports are considered confidential and are the property of the client and A.A.R Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden Client: Aedifex 2442 N.W. Market St. Box 69 Seattle, WA 98106 Contact: Aedifex Inspection Performed: Epoxy Date: 9/18/2008 Inspected the placement of epoxy for (2) #4 bars embedded 12" deep into 5/8" holes. Holes were cleaned prior to arrival. Simpson Set Pac EZ with an expiration date of 4/30/10 was used. #4 bars (5) each way were placed for slab reinforcement and Dayton Superior bar couplers were used for each. Couplers were tightened until bolt heads sheared off per engineer's e-mail dated 9/16/08 and stamped detail dated 8/14/08. Reinforcement slab area was at gridline G1.5/9.95. Distribution. v/ Distribute Client Distribute Engineer Distribute Municipality Distribute Architect Field Report Time: Project Number: Permit #: Project Name: Address: Distribute Contractor Distribute Owner Distribute Other Distribute Other Report #: 49257 08 - 277 D08 -312 Mattress Depot T.I. 16901 Southcenter Pkwy, Tukwila Temperature: Inspector: Horton, Tim Reviewed by: Ali reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden • U W rn 24 ga. PRE — PRIMED GALV. METAL COPING. PAINT (TYP.) TO MATCH EXIST. RUN ROOFING UNDER COPING 1/2" 4' x 8' T & G HARDI PANEL LAP SIDING OVER 2 LAYERS OF 'RAINDROP' COMMERCIAL WRAP OVER 3/4" PLYWOOD, PAINT 6" STEEL STUD © 16 "o.c. W/ R -19 BATT INSUL. PROVIDE EDGE BEAD © PLYWOOD ENDS AND 24ga. METAL FLASHING SET IN CONT. BEAD OF SEALANT EXTERIOR NORTH WALL SECTION MATCH EXIST. ROOFING OVER CONT. FIBER CANT ON EXIST. ROOF STRUCT. EXIST. STRUCTURE TO BE CHECKED FOR DAMAGE & REPLACED OR VERIFIED REVISIONS No changes shall be made to if a scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan rev ew fees. KtvltWED FUK CODE COMPLIANCE APPROVED OCT 0 9 200 Of Tukwila B ILDING � DMSION , Fz 1 ; u xrJ' Permit NolPob -3rr Pear review approval is subject to erro o e.nd om! Approval of construction documents does the violation of any adopted cod= r o '' anco. R of approved Field Copy and ••is act By Date: City of Tukwila BUILDING DIVISION CITY F TUKW OCT 0 8 2008 PERMIT CENTER RVIS1ON N0. y V701- N 24 ga. PRE — PRIMED GALV. METAL COPING. PAINT (TYP.) TO MATCH EXIST. RUN ROOFING UNDER COPING HORIZONTAL 'FRY' REGL.ET SET IN CONT. BEAD OF SEALANT 3 LAYERS FINE TEXTURED STUCCO OVER METAL LATHE OVER 2 LAYERS 'GREENGUARD MAX' COMMERCIAL WRAP OVER 3/4" PLYWOOD, PAINT 6" STEEL STUD CO 16 "o.c. W/ R -19 BATT INSUL. PROVIDE EDGE BEAD ® STUCCO END AND 24ga. METAL FLASHING SET IN CONT. BEAD OF SEALANT EXTERIOR NORTH WALL SECTION MATCH EXIST. ROOFING OVER CONT. FIBER CANT ON EXIST. ROOF STRUCT. EXIST. STRUCTURE TO BE CHECKED FOR DAMAGE & REPLACED OR VERIFIED FILE COPY Permit No. std it MPLIAIVCE CODE CO APP `'. MED SEP 18 2008 Of Tukwila BUILDING DIVISION _ C REVIS1 7 DO RECEIVE SEP 17 2008 PERMIT CENTEb SOti ilic7✓N,'1 (z_reTn. L, — lea, kW V (♦ : ,x DWN: iNLG• ENG'D: �` / i Ay y � ' j '. / 1 '- ' % ' 'St7,Uv ` - , 4 -TONAL ��' ' . .. GM v■ IN fILA, .. -- — - A.,-r'ac� �WED JOB NO: DATE: s 4 ENGINEERS NORTHWEST, INC. 6869 WOODLAWN AVE. N.E. SEATTLE, WASHINGTON 98115 PERMITCENTE SHEET 49r- VARIES #4 x 2' -0" H. DWLS. ® 2' -0 "o /c EPDXY DOWEL PER NOTE (EMBED 41 ") " STALL #4 DWLS. IN 'o HOLES FILLED w /HILTI HIT HY -150. 2.) AT - toLLOV 4 e , ■- oc.KS USA NIL-TI - HI' A P HCc - A'ft 0' -0" 1)08- 312 FILE COPY CORRECTION LTR #___Z.„ TYPICAL INFILL DETAI EXIST. WA L 1. TOP & BOT. OF PNL. #4 x 2' -0" OWLS. 2' -0 "o /c EPDXY DOWEL PR NOTE (EMBED 44" CENTER DWLS. 0 OF EXIST. WALL #5 V. . 0 2' -0 "o /c ALIGN w/ DWLS. C.M.U. FINISH TO MATCH EXIST. WALL 2 #4 0 2' -0 "o /c HORIZ. PLACE 1 EA. SIDE OF VERTICALS MASONRY INFILL OF EXIST. WALL OPNG. PER PLAN CODE COMPLIA APPRO AUG 2 7 2008 w Of Tukwila ��ISI LDIN Location - (floor /room no.) o V Occupancy Description Allowed Watts per ft " Area In ft Allowed x Area 9973 SA LE /o / RE5TA a / 33/5 nicET/o2. Re 4.8' 4 SS Toi o eT /o 3 '4'5Tx� 6.g doi S S' //dU t. /o v Co /l+rrfO /.1 /4' A o. 8 7 2. a 0 Total Allowed Watts .S F /8 , G 3/ AL-a /Or From ' 4.--rot/z-- Table 15-1 (over) - document all exceptions taken from footnotes - - ..,......- _ - Location (floor /room no.) - ---- - .. -- - -o- .— - - Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed 43.26 o $A G23 /o/ d0AT -` . Tuda .2x AL 6r SGFgN $4 / oe row. 0 . -,- -Pe -"- 6/0 / o . To, e_ T/oi 4'E »7 # - i r- L/G/fr / 70 a 0 NA L L /o 2$5� F4.voieerSce.J7 -- 71140' / o; ( � o ax Lad - E �' - ,- .54440 7.5 W/If Note: for building exterior, Proposed Lighting choose either the facade area or the perimeter method, but not both) Wattage (Exterior) (May not exceed Total Allowed Watts for Exterior) W g (Ext Total Allowed Watts 31 Total Proposed Watts may not exceed Total Allowed Watts for Interior . Total Proposed Watts 9 e2-/- - - -r - - -- -- o Location - - - - -o - - -- o- , Description Allowed Watts per ft or per If Area in ft2 (or If for perimeter) Allowed Watts x ft (or x If) Covered Parking 0.2 W/ft Open Parking 0.2 W/ft Outdoor Areas 0.2 W/ft Bldg. (by facade) 0.25 W/ft Bldg. (by perim) 7.5 W/If Note: for building exterior, Proposed Lighting choose either the facade area or the perimeter method, but not both) Wattage (Exterior) (May not exceed Total Allowed Watts for Exterior) W g (Ext Total Allowed Watts 31 Location Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts 1997 Washington State Nonresidential Energy Code Compliance Forms Compliance Option 1997 Washington State Nonresidential Energ Code Corn •liance Form s Analysis Prescriptive aUghtin§ Allowance (See Qualification Checklist (over). Indicate Presrti it ptive,a j,PA spaces clearly on p a yersr Lighting Summary LTG -SUM First Edition -June 1998 Pro'ect Description Project Info Project Address Applicant Name: Applicant Address: Applicant Phone: CE Date y OD - For Building I D CTY U KWI LA AUG OF rr 13 T ?008 PERMIT CENTER ■ G'b!,11)7 p �' : tee ion Alteration Exceptions (check appropriate box) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures are new, and installed lighting wattage Is not being Increased Use mfgr listed maximum input wattage. For fixtures with hard -wired ballasts only, the Watta ( Interi defa u lt table in the NREC Technical R eference Manual may also be used. (May not exceed Total Allowed Watts for Interior) Use mfgr listed maximum input wattage. For fixtures with hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used IAI ENG I NE STRUCTURAL ERS Engineers Northwest Inc., P.S. We get buildings built. July 30, 2008 LMA 130 Lakeside Seattle, WA 98122 ATTN: Patrick Kerr RE: Southcenter Retail Bldg., Tukwila, WA Storefront T.I. Patrick: Sincerely, Willy Chen, P.E., S.E. Principal WC:jk ENW Project No. 88- 067006 r ENGINEERS NORTHWEST, INC., P.S. FILE COPY 1Zt I IONtC) LIAN�E�� CODE C OMP APPRO Ci Of Tu Oa ILDIN VIS ON I have structurally reviewed your proposed storefront revision for the referenced building above, and find that the revision work has no impact upon the original seismic - force or wind -force resisting system of the building. If you have any questions regarding this review, please feel free to contact me. CORRECTION LTR# CITY OF T KW ILA AUG 13 2008 PERMIT CENTER • 6869 Woodlawn Avenue NE • Seattle, WA 98115 206.525.7560 • fax 206.522.6698 www.enwseattle.com C\ST, Wo0O- fRA-►aE 5� tit C54•to tA.SWEA 'to Fie RA-rt./444D W/ Nev.) VJtwuovu U.11.6 Stic Tic •tv"1 art: WI.N Do WA. Lt, Sys CIE► - t Yo ReP1 N i s ,,4 , _✓ � '� DWN : 4,).c. . T -- Via -- , o- wAs , „ t ' . ENG' D: W C o e+ iept T JOB NO DATE: ? 2 • u `' "_ ENGINEERS NORTHWEST, INC. 6869 WOODLAWN AVE. N.E. SEATTLE WASHINGTON 98115 SHEET ° Z w. ®a� „tea n C\ST, Wo0O- fRA-►aE 5� tit C54•to tA.SWEA 'to Fie RA-rt./444D W/ Nev.) VJtwuovu U.11.6 Stic Tic •tv"1 art: WI.N Do WA. Lt, Sys CIE► - t Yo ReP1 N 4O-'-T-1- ?-0 tt.p� . tt a't . R :: IAA F F �.�..�� tc F T i $' j, ' c , = "; ,I r " .rz 2''�� f4 ` �', s }��- : � v' . �" OWN : V.1.0 _17A -WlV_h., VsJIa•.__._..... -- ENG'D: W G o e eo -T.$. JOB NO: Sao o0 . DATE: � '7•Z .o ENGINEERS NORTHWEST, INC. 6869 WOODLAWN AVE. N.E. 11 S ATTLE, WASHINGTON 98115 SHEET 2 a 2- Su�rs1' \oorb-m Ta P— .�1.A0.4K1 t K I.t" - W Rkµe � lEloAT. cave - [o Be. Q-E M t c.E W ( wu4dotu wA- 4 15. TE M o4.4.0 T,� '4 444•► 2i I • October 23, 2008 Ryan Schofield 2442 NW Market St #69 Seattle WA 98107 RE: Letter of Incomplete Application # 1 — Revision #3 Development Permit Application D08 -312 Mattress Depot — 16901 Southcenter Py Dear Mr. Schofield, This letter is to inform you that your revision to your permit received at the City of Tukwila Permit Center on October 21, 2008 is determined to be incomplete. Before your application can continue the plan review process the following items from the following department need to be addressed: Building Department: Allen Johannessen at 206 433 -7163 if you have any questions concerning the attached comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. 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 the Permit Center at (206) 431 -3670. Sincerely, ifer Marshall it Technician Enclosures File: D08 -312 • • City of Tukwila Department of Community Development Jack Pace, Director P:\Permit Center\Incomplete Letters\2008\D08 -312 Incomplete Ltr #1 -Rev #3.DOC jem Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • • Determination of Completeness Memo Date: October 23, 2008 Project Name: Mattress Depot Permit #: D08 -312 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Provide a name for the new space created by the new wall installation back of the store. In addition revise the occupant count and square footage for each space. 2. In addition to item 1) please note: egress shall not pass through storage areas unless the path is demarcated with a minimum 44- inch -wide aisle defined by full or partial height fixed wall with similar construction that will maintain the required width and lead directly from the retail area to the exit without obstructions. If this new area is to be storage or similar, show provisions for a fixed wall as indicated above. (IBC 1014.2 #4) Should there be questions concerning the above requirements, contact the Building Division at 206 -431 -3670. No further comments at this time. August 20, 2008 Ryan Schofield 2442 NW Market Street, #69 Seattle, WA 98107 • • Ciy of Tukwila Department of Community Development Jack Pace, Director RE: CORRECTION LETTER #2 Development Application Number D08 -312 Mattress Depot —16901 Southcenter Py Dear Mr. Schofield: This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, File No. D08 -312 Encl arshall hnician P:\Pemtit Center\Correction Letters V008008-312 Correction Ltr #2.DOC wer Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 Building Division Review Memo Date: June 19, 2008 Project Name: Mattress Depot Permit #: D08 -312 Plan Review: Allen Johannessen, Plans Examiner • Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The plan revision shows the hall to the bathrooms shall be provided with panic hardware. The door schedule also shows those doors marked to be provided with a lockset. Provide notes on the plan and door schedule to indicate these doors shall not be lockable. Since this would make both stores unprotected by entry from either side during off hours, an alternate plan may be necessary. 2. Provide details for the CMU wall enclosing the exterior door opening. Details shall identify reinforcing hardware /anchors and method of anchoring to the existing structure. Show a quality assurance inspection schedule or special inspections. (IBC 2105.1, 2106.2, 2109.4, 2907.2 & 2109.7.4) 3. In addition to the occupancy type under the building statistics, identify number of occupants for each of the two separate spaces. 4. Provide a floor plan that identifies means of egress. Identify on the plan where the path of egress shall show sufficient illumination of 1 foot -candle at the walking surface leading to the exit discharge doorways. (IBC Section 1006) Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. July 17, 2008 Ryan Schofield 2442 NW Market Street, #69 Seattle, WA 98107 RE: CORRECTION LETTER #1 Development Application Number D08 -312 Mattress Depot Dear Mr. Schofield: This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Brenda Holt Permit Coordinator encl File No. D08 -312 • City of Tukwila P:\Pennit Center \Correction Letters \2008\D08 -312 Correction Ltr # 1.DOC wer Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • Building Division Review Memo Date: June 16, 2008 Project Name: Mattress Depot Permit #: D08 -312 Plan Review: Allen Johannessen, Plans Examiner • Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Plan shows new restrooms to be shared by both tenants. The concern is for the potential of both doors that could be locked while a person is in one of the restrooms, potentially trapping a person. Means of egress shall not be subject to locking from the egress side of adjoining spaces. Please revise plan to show bathrooms provided with a path of egress to an exit without the potential of locking from the egress side or provide separate bathrooms for each tenant. (IBC 1014.2.1 Exception, and 1004.9) 2. Identify bathroom exhaust fans on the plan and show where the fans shall terminate outside the building. 3. A separate plumbing permit shall be required with a floor plan showing plumbing details and isometric details for the new bathroom plumbing. Alterations to or adding mechanical ventilation system shall require a separate mechanical permit with plans. (This is for your information only.) 4. Provided an engineer analysis of the building, where the plan shows the removal of CMU walls for new storefront windows. Analysis shall indicate that the removal of the wall shall not impact the buildings lateral /seismic or structural loads. Provide engineers details for retrofits should it be required. All engineered plans and documents shall be wet stamped and signed by the engineer. 5. The site plan is an old plan. Please update the site plan to show consistency with the new and existing stores. The site plan shall show consistency with current lots parking and shall identify accessible access and accessible parking. Identify current 2006 building, energy code and 2003 accessible code information. Identify building type of construction. Identify number of occupants and occupancy type of each new space. 6. Provide a lighting summary form. (2006 Washington State Energy Code non - residential form) Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. DEPARTMENTS: 0' 1 Bui I Division Complete TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: Approved Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 • fir;^ {c r PE �; IT COOR *o COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D08 -312 DATE: 11 -13 -08 PROJECT NAME: MATTRESS DEPOT SITE ADDRESS: 16901 SOUTHCENTER PY Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 4 After Permit Issued i I' (0-Oti Fithvlbrevention IJ Public Works Structural f,6 ► � 1146 • ETERMI NATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 11 -1 8-08 i ' Incomplete ❑ Comments: Permii'.Cei tee Use .Oniy Ira ' :ii.. •,4: �w _ :, e'::, : �,r,_..•r; „ ;•'7.0 —; ., :. • ,,y r: _ .. e:.yM'" %AC : i .,'.... ,•, •. r^:.'� .' �I L [ R ; y, rY � • `t R <�Y {: Y � gil f ..044e4 6.4. - A i:. INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: APPROVALS OR CORRECTIONS: Structural Review Required Approved with Conditions ❑ Permit Coordinator ❑ No further Review Required DATE: DUE DATE: 12 -16 -08 Not Approved (attach comments) n DATE: PIA 11.6„ //43-4, g Division Not Applicable Perr►iif Ce • to J e'Onl ' : , x ,. -: r- :. �P�� �, • ; .�:•, : -� CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -312 DATE: 10 -31 -08 PROJECT NAME: MATTRESS DEPOT SITE ADDRESS: 16901 SOUTHCENTER PY Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # X Revision # 3 After Permit Issued DEP RTMENTS: Buil:l `g i i isiori Public Works Complete DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Comments: Permit Center Use.Only • INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS R UTING: Please Route REVIEWER'S INITIALS: APPROVALS R CORRECTIONS: Documents/routing slip.doc 2 -28-02 6 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention ❑ Structural ❑ Permit Coordinator Incomplete Structural Review Required Approved Approved with Conditions Notation: REVIEWER'S INITIALS: n DUE DATE: 11 -04-08 DATE: DATE: Planning Division Not Applicable ❑ No further Review Required DUE DATE: 12 -02 -08 Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 - 312 DATE: 10 - - PROJECT NAME: MATTRESS DEPOT SITE ADDRESS: 16901 SOUTHCENTER PY Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # X Revision # 3 after Permit Issued DEPARTMENTS: Bui ding D v sion Public Works DETERMINATION OF COMPLETENESS: (Tues., Theirs.) Complete Comments: INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Permit Center'Use OnI ' •••!.. Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route n Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 • PERMIT COORD COPY. PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete n n Planning Division Permit Coordinator DUE DATE: 10-23-08 Not Applicable ❑ No further Review Required DATE: DATE: n DUE DATE: 11-20-08 Approved 1 1 Approved with Conditions I 1 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: DEPARTMENTS: ifr Buil•i :$ Dlvi on Complete Comments: Please Route TUES/THURS ROUTJNG: REVIEWER'S INITIALS: . APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 • PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D08 -312 PROJECT NAME: MATTRESS DEPOT SITE ADDRESS: 16901 SOUTHCENTER PY Original Plan Submittal Response to Correction Letter # DATE: 10 -08 -08 Response to Incomplete Letter # X Revision # 2 after Permit Issued Fire Prevention Public Works n Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: DATE: DATE: Planning Division Permit Coordinator DUE DATE: 10-09-08 Not Applicable C Structural Review Required _ No further Review Required DUE DATE: 11-06-08 Approved [7 Approved with Conditions n 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: ACTIVITY NUMBER: D08 -312 DATE: 09 -17 -08 PROJECT NAME: MATTRESS DEPOT SITE ADDRESS: 16901 SOUTHCENTER PY Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X # 1 Permit Issued DEPARTMENTS: Bull . Dictigion ► 1 Public Works b1-11/1/1 wl,� +2 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Please Route Documents/routing slip.doc 2 -28-02 • P MIT COO RD COPY PLAN REVIEW /ROUTING SLIP TUES/THURS ROUTING: REVIEWER'S INITIALS: Fire Prevention Structural Incomplete Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Structural Review Required APPROVALS OR CORRECTIONS: Approved zi Approved with Conditions Notation: REVIEWER'S INITIALS: �I 6141_° S' DATE: DATE: — 6 1 — I g Planning Division Permit Coordinator DUE DATE: 09-18 -08 Not Applicable C No further Review Required DUE DATE: 10-16-08 Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -312 DATE: 08 -21 -08 PROJECT NAME: MATTRESS DEPOT SITE ADDRESS: 16901 SOUTHCENTER PY Original Plan Submittal X Response to Correction Letter # 2 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: ui ingivlsidn Public Works Complete Comments: Please Route Documents/routing slip.doc 2 -28-02 411 1 1 ERMIT COORD COPY • PLAN REVIEW /ROUTING SLIP n TUES/THURS ROUTING: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Fire Prevention DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 08-26-08 Incomplete Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Structural Review Required Approved Approved with Conditions Notation: REVIEWER'S INITIALS: Structural ❑ Permit Coordinator ❑ n DATE: DATE: Planning Division Not Applicable n No further Review Required El E DUE DATE: 09 -23-08 Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -312 DATE: 08 -13 -08 PROJECT NAME: MATTRESS DEPOT SITE ADDRESS: 16901 SOUTHCENTER PY Original Plan Submittal X Response to Correction Letter # 1 Response•to Incomplete Letter # Revision # after Permit Issued DEPAR MEN S: B ilding Division u Public Works Complete Comments: *PERMIT COORD COPY • PLAN REVIEW /ROUTING SLIP .�j n Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ Permit'Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route rvl Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions n Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: : permit:Center Use:,Only: CORRECTION LETTER MAILED: Departments issued corrections: Documents/routing slip.doc 2 -28-02 El U Planning Division ❑ Permit Coordinator DUE DATE: 08-14-08 Not Applicable ❑ No further Review Required DATE: Fire ❑ Ping ❑ PW ❑ Staff Initials: El DUE DATE: 09-11-08 ACTIVITY NUMBER: D08 -312 DATE: 06 -05 -08 PROJECT NAME: MATRESS DEPOT SITE ADDRESS: 16901 SOUTHCENTER PY X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: B �I.Ing uIVlstutt Public Works Complete Comments: Documents/routing slip.doc 2 -28-02 * PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: �� p ' o 1 , e re t Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: ¶ 14. an ing ivision Permit Coordinator DUE DATE: 06-10-08 No further Review Required DATE: DATE: Not Applicable Pecmit Use. Only :• INCOMPLETE LETTER MAILED: LETTER OF COMPLETENE MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DUE DATE: 07-08-08 Approved n Approved with Conditions n Not Approved (attach comments) I' I Notation: REVIEWER'S INITIALS: Permit .Center On ly -t' ; • 1.-1," CORRECTION LETTER MAILED: 1'1 :.� : r . Departments issued corrections: Bldg d Fire ❑ Ping ❑ PW ❑ Staff Initials: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS I Oi,I [grit* nom-' 1 - .1,- - Or 3 Summary of Revision: PP K---M/ E cormi A - Pc,/t'GE fgeiv_ P p cetstuA, II, Received by: `P„, L.,0 , \) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF I TIALS ' l - - IolVbl nom-' toLDoi 61 3 Summary of Revision: GRYtia Gt()0 f,- f -y,i• e-itlA( 1'v, 0112-10( p,, II, Received by: 7 ,- REVISION NO. DATE. RECEIVED ISSUED DATE STAFF INITIALS S ISSUED DATE STAFF INITIALS 3 10 II, Received by: / ( Received by: 4441Z ,- < ae. 11 1� Summary of Revision: 'troy 1 N I r e ty i J yJ Received by: Q ; , v „ „ 1 3I, w. S--ic, wrper REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS STAFF Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF S ummary of Revision: Summary of Revision: - ► e SC pre o: ( +0 i v‘c, J 0 ' 8,u 1 0 o v► / ( Received by: 4441Z ,- < ae. .. / REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS S ummary of Revision: Received by: PROJECT NAME: ,m-.„_„ p.fyv k SITE ADDRESS: .,0 6-7C REVISION LOG PERMIT NO: PC — BIZ ORIGINAL ISSUE DATE: leasrpr t) (please. print) (please print) (please print) ease prim) Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: /// 13 fog Plan Check/Permit Number: o e* " 3 ❑ 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: y U � i Project Address: f & qd ( 61 4/ rlt-t = G` Contact Person: l c I,c_ ,�, �C Phone Number: %C ' ZS � 9q E( Summary of Revision: Peel/n' i-i1 tuot(k 5he r 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 Sheet Number(s): lappliications\fomu- applications on linelnovision submittal Created: 8 -13 -2004 Revised: Steven M. Mullet, Mayor Steve Lancaster, Director Act 01471, j evc ( f�- 6u+ e._ (01 (6160/61--(-« OrL__ RECEIVED CA cr OF TUKWILA NOV 13 2000 "Cloud" or highlight all areas of revision inc uding date of rev 'on Received at the City of Tukwila Permit Center by: Entered in Permits Plus on 11 —1 V S • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http : //www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 10 /3 I '0B Plan Check/Permit Number: DOS - J / 2 - • Response to Incomplete Letter # l Te) ,4 Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: f12 ji /G C)S Dr Project Address: I&cto -.e ► '' tk LA) h l 111ti jj Contact Person: � G�VL- ��a t�eA. 0 Phone Number: 2 — gg Z ( Summary of Revision: S d 557-c 4ci U s l— wol t i s Created: 8 -13 -2004 Revised: So Q-xt 15 AA-- 414 /al 5 (c c.t q� Steven M. Mullet, Mayor Steve Lancaster, Director 7 -I_ 2 3 ,( /40 cics 3 ( ca C if Pi 1 t; /tar d ova v - at •e-~$ °4r1 Gic 4- Docirs. Sheet Number(s): L -2_17 I L Z 3 "Cloud" or highlight ail areas of revision including date o revision AELEIVED : r. nif nikuy�pj OCT mot r.4 'INTER Received at the City of Tukwila Permit Center by: �— Er Entered in Permits Plus on 10- applications\forms-appIications on linelrevision submittal Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: i %/ I 0 9' o Project Name: Project Address: Contact Person: Summary of Revision: Ce(1iv t j ( �c�• • City of Tukwila \applications\forms- applications on linelrevision submittal Created: 8 -13 -2004 Revised: 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 Plan Check/Permit Number: Sheet Number(s): C ) 1 "Cloud" or highlight all areas of revision including date of r Received at the City of Tukwila Permit Center by: Entered in Permits Plus on vision Steven M. Mullet, Mayor Steve Lancaster, Director Response to Incomplete Letter # Response to Correction Letter # Revision # wafter Permit is Issued Revision requested by a City Building Inspector or Plans Examiner MC( Vey .D e I (bI t 'J c:Arliwoi (iVrYrstaa u-- .5 I /- ot&" Phone Number: 26 -- q 2 4 ) i n ( � r tv Jvc)Vt Cc's (/ Lo CRY a OCT 21 2008 PERMIT CENTER Date: Created: 8 -13 -2004 Revised: Project Name: 1M c..k} Project Address: I (,a eih l �( Contact Person: 1 J GA•rki -J c) 14c,(A- C� Summary of Revision: 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 a. REVISIONSUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # a Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner I Plan Check/Permit Number: T O g -3k-z._ Steven M Mullet, Mayor Steve Lancaster, Director R"0,,, OP " ilk , wfu OCT 08 2008 PEftur CEtNT �TI L A) o-A,1 Phone Number: 26 - 7: 2 L4 231 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 0 `� �• \applications\forms-applications on linerevision submittal • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: / 117 / ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # [ Revision # J after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Plan Check/Permit Number: Sheet Number(s): "Cloud" or highlight all areas of revision including date of revisAo Received at the City of Tukwila Permit r Center by: 141.- in Permits Plus on ( (1 v p \applications \forms- applications on line \revision submittal Created: 8 -13 -2004 Revised: ow OP% Steven M. Mullet, Mayor Steve Lancaster, Director rno e "epA Project Address: / &' 2 I ZO vtt-C' 0' Y kw i ' y _ Contact Person: ara. - 1?-0 - Lc, t -) Phone Number: 2 � `� Z-5 1 - 7 qz 1 Summary of Revision: N 4 VA` vz moo w W0tAAA Lea _■ e ckAGGO a& v P c C r\e-W S i a s lit e) ►� e \ te t<) o V o lnC3 1 LA-Jet d ENED CITY OF TUKWILA SEP.17 2a0S riEMM TCENTER - J n lG V ve✓ ✓14Or L U..2 t I I eC �1/d� 08- 20 -'08 14:58 FROM- publicworks /dcd 2064313665 T -168 P004/004 F -338 • • 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: 4ttp' //www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: (/2D /Z‘:;<c25 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 7-- ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Mattress Depot Project Address: 16901 Southcenter P y n ' Contact Person: � 1cS �° -r"�- Sc 12 W ei 6 Phone Number: 2,0 G- 2 'yZ 1 Summary of Revision: t Ne Cod' e t�ov 3• e- ecle, . e e c Tye Plan Check/Permit Number: D08 -312 Sheet Number(s): TT Z, d 2 +� , D e ,a t (5 t Z • �� "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: i�ii�" Entered in Permits Plus on _ . \ applications forms- applications on linzkevision submittal Created: 8 -13 -2004 Revised: Jim Ffaggerton, Mayor Jack Pace, Director erry Aus21 PERmirCENTER Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 8 r2 /0e ❑ Response to Incomplete Letter # CRV C Response to Correction Letter ui ❑ Revision # after Permit is Issued AUG 131008 ❑ Revision requested by a City Building Inspector or Plans Examiner PERMIT CENTER Project Name: 4146 C5S e tad Project Address: ( (Ay (. jG Pat v k Contact Person: w�Stiva 14 — )e:' Phone Number: Z° z Summary of Revision: 0. vC s s cvo b4kvoo 1 ( a - / — `( vvc,0^— 1,e it G S 1 Ih► s14 $ City of Tukwila Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: USJ Entered in Permits Plus on (l '$ \applications\forms- applications on Iinelrevision submittal Created: 8 -13 -2004 Revised: 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 Plan Check/Permit Number: • Dc -3cz Steven M. Mullet, Mayor Steve Lancaster, Director Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 RLI INS CO SRS1004627 12/07/2004 Until Cancelled $12,000.00 01/12/2005 Name Role Effective Date Expiration Date SCHOFIELD, W RYAN PRESIDENT 12/01/2006 Amount Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Rec eived Cate 3 WESTERN PACIFIC MUTUAL INS CO WPGL4600020307 12/21/2006 12/21/2008 $1,000,000.00 10/29/2007 2 WESTERN PACIFIC MUTUAL WPGL460002030612 /21/200612/21/2007 $1,000,000.0012 /01/2006 Untitled Page General /Specialty Contractor A business registered as a construction contractor with Lai to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County Business Type Parent Company AEDIFEX INC UBI No. 2067842150 Status 2442 NW MARKET ST #69 SEATTLE WA 98107 KING CORPORATION License No. License Type Effective Date Expiration Date Suspend Date Previous License Next License Associated License Specialty 1 Specialty 2 602299725 ACTIVE AEDIFI *945RA CONSTRUCTION CONTRACTOR 12/1/2006 2/19/2010 SCHOFEI957BK GENERAL UNUSED Business Owner Information Bond Information Insurance Information • Page 1 of 2 https: / /fortress.wa. gov /lni/bbip/Detail. aspx ?License= AEDIFI* 945RA 08/28/2008 ( n co Co �r 4 0 PVC DOWNSPOUT TIGHT LINED TO STORM SEWERS PAINT (TYP) N • DOMESTIC WATER • SERVICE & SUPPLY U, 3" SANITARY -_. MATCH. LINE .';. A n CO CO. 4 4 CO 9' -6" :114 J FIRE SPRINKLER RISER . 2 "X8" RQOF'._..;HATCH WT WALL MOUNTED` STEEL LADD 4 "X8" TEL .f,HONE BOARD LkUNDR 12' F.P.H.B 46' -9" D.S. STUB IN WALL FURR. & INSUL. WALL (TYP. O.F.D. 87 1 - 1" 6' -9" 3' 1'; TENANT PANEL DOUBLE DOOR I N r D.S. 20' 199' 24' -6" NEW FULL HT. WALL 10' -4" 7' 8' t 8' RECESSED SOFFIT LIGHT (TYP.) 4' 0 3"0 PVC CANOPY RAIN LEADER DOWNSPOUT TIGHT LINED PAINT (TYP) CONC. WALL 4- MATCH LINE FLOOR PLAN _ o m, 19' -4" J 2 D.S. `TBD X1 05) `T►t .. e r 56'-3" T 1' -4" FR THIE EXTERIOR W/ 'ANI HARDWARE ON THE INTEillOR SID " , 3' -9" 5' -2" HALL (106) 98 NEW 4'-6'5" 8 ' -6 " , REMOVE EXT. OUTLET F.P.H.B. TO BE DISCONNECTED. NOTES 1. ALL TOILETS TO MEET WASHINGTON STATE BARKER FREE REQUIREMENTS • FOR THE HANDKER -GN CAN BE CAVE WALL AS W.0 IF DOOR SWITCHES OUT. 2. VERIFY SIZE CF. FIRE SPRINKLER RISER FROM FOR CLEARANCES 3. PROVIDE J -BOX FOR EACH TENANT POSSIBLE TOILET LOCATION 6 EQUAL LITES =33 -6" 36' -6" 7'--6" . 10" 7' -6" 7 ULL HT. ' WALL ALL 104 7 a 4" RISER DOWN TO 6" SEWER (3' BELOW FINISH GRADE) " 0 18' LINE OF HE AY 5 „ 7' -11" 81 36' NEW 1O' --10" HT. WALL 29'_63 2 STORAGE (107) 3a "= I ' _ Y8"= • ,.■ i ri i i r it i i i i i i i ii i i i✓ i i i i: i r it i i i w REMOVE EXIST. O.H. DOOR AND FILL IN WITH CMU THIS DOOR LOCKS BOTH WAYS MATTRESS' DEPOT 1/ (1o1, THE MEN'S WEATHER HOUSE co OFFICE 107 / / POSSIBLE TENANT --' WALL . 1 1110 1 11' 3= Q N, J ) / Ira )\)(9 REVISIONS No changes shall be made to the i cope of work without prior app o of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. L- EDEN -D ' NEW STOREFRONT —eam NEW METAL STUD FRAMED WALL _ EXIST. WALL TO REMAIN — _ = EXIST. WALL TO BE REMOVED rt.nny EVISION X68 3 l2. Pert o Pi2r rOV 'ern D€Droval io ettlect to C7 crrer.3 and cfrIssicrts. . /5c,prr 4 1. of cwnstnactiof document does net atetclize the vio atiorl of any adopted dOde or ordinance. CO z rC P of approved Field opy d conditions is c-nowlC s; :d: BY i t ipiwric4alwit.:23. J` Date: .:, . City of Tukwila BUILDING DIVISION ...: CODE ' CO ► ?LIB P OLONIE D ls RECEIVED N0! 13 2000 PERMIT CENTER INTERIOR SOLID CORE DOOR NOTES: 1. PROVIDE LEVER-TYPE OPERATING HARDWARE ALL DOORS (IBC 1008.1.8.1) 2. SEE FLOOR PLANS FOR DIRECTIO OF DOOR SWING 3. PROVIDE PANIC. HARDWARE ATR EXIT. DOORS. /4. FORCE OF EXIT DOORS WITHIN THE ACCESSIBLE ROUTE OF TRAVEL SHALL NOT EXCEED 5 POUNDS. 5. SIGNAGE FOR 'HANDICAP ACCESSIBILITY ON. ALL ENTRY DOORS. 6. EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A ‘.KEY, SPECIAL KNOWLEDGE OR EFFORT. (IBC 1008.1 8) 7. POST SIGN ON THE EGRESS SIDE OF MAIN EXIT DOOR STATING: f : . "THIS DOOR TO ','REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED",. / 8. MANUALLY OPERATED FLUSH BOLTS OR SURFACE BOLTS ARE NOT PERMITTED ON ENTRY DOUBLE DOORS (IBC 1008.1.8.4) • • c • • . • . " • • . „ . • ". • . • .. • • ', . • . • • • , • • ," • ., • • • • , . • . . . , • • , • . . . • MEDIUM STILE ALUM. & GLASS STOREFRONT • , • 3 COATS FINE TEXTURED R STUcC9...OVE PLYWOOD, "TIMOTHY 24ga. G:I. FLASHING W/ CONT. G.I. ANOD. ALUM. FRAME W/ 1" INSULATE ANOD. ALUM. HEAD DETAIL 1" INSULATED GLASS SEALANT SLOPE FLASHING TO DRAIN AWAY FROM WIND. FRAME (TYP.) • ••ST 1" INSULATED GLASS ANOD. ALUM. SILL DETAIL MEDIUM STILE ALUM. & GLASS STOREFRONT J Scale: 3"=1'-0" WOOF.) DOOR W/ TIMELY FRAME, STAIN WOOD, PAINT FRAME Sc WOOD (NON RATED) HDWR: LEVER LATCHSETS KICKPLATE Scale: 3"=1'-0" ROOM FINISH SCHEDULE. ROOM NAME MATTRESS DEPOT TOILET ROOM TOILET ROOM HALL HALL ROOM # 101 102 103 104 106 FLOOR CONCRETE, SEALED SHEET VINYL SHEET VINYL SHEET VINYL SHEET VINYL BASE NONE COVE BASE COVE BASE 4" RUBBER 4" RUBBER WALLS 5/8" GWB, PAINT 5/8" GWB, EPDXY PAINT 5/8" GWB, EPDXY PAINT 5/8" GWB, PAINT 5/8" GWB, PAINT LAY-IN, SUSP. ACOUST. @ 12' A.F.F. GWB 0 9'-O" A.F.F., EPDXY PAINT GWB @ 9'-O" A.F.F., EPDXY PAINT LAY-IN, SUSP. ACOUST. @ 12' A.F.F. LAY-IN, SUSP. ACOUST. @ 12' A.F.F. REMARKS 4' HIGH P. LAM. WAINSCOT 4' HIGH P. LAM. WAINSCOT PROVIDE 4'x8' PLYWOOD TELE. BD. PROVIDE 4'x8': PLYWOOD TELE. BD. 106A 3' I 1 3/4" J B ij 7/TI2.3 DOORS AS SCHEDULED HEAD/JAMB (NO RATING) SHEET VINYL 1 - ''• . A A -: FACTORY EDGE (NOT FIELD CUT) z 7/TI23 7/TI2.3 8/TI2.3 'PAINT • Scale: 3"=1'-0" SOUD CORE DOOR W/ P.LAM. VENEER TERRAZZO EDGE STRIP 1 T.I. CARPET C SLAB O " MIN. ANCHO .S . JAMBS THRESHOLD © SHT.V. / CARPET Scale: 3"=1 —0" • 1-, • • -. • • • • - ,• • • ,. • • .• • ' • . RECEIVED NOV 3 2008 PERMIT CENTE 7. CID ' Co N) DOMESTIC WATER SERVICE & SUPPLY 4 0 PVC DOWNSPOUT TIGHT LINED TO STORM SEWERS PAINT (TYP) N N) CO MATCH LINE CO, fi 3" SANITARY-----) Co 9' -6" 14' FIRE SPRINKLER RISER 2 "X8" ROOF HATCH WI WALL MOUNTED STEEL LADDER 4 "X8" TELEPHONE BOARD 12' O.P.D J F. P.H.B 5' -6" J 46' -9" FURR. & INSUL. WALL (TYP. N 3" STUB IN WALL O.F.D. HAIR PERFORMER 6 87' -8" 1 - 1" 6' -9" y r 3' 1" TENANT PANEL DOUBLE DOOR POSSIBLE TENANT WALL T LOCATION 7' a) N 20' D.S. 199' 0 4' 3 "0 PVC CANOPY RAIN LEADER DOWNSPOUT TIGHT LINED PAINT (TYP) CONC. WALL RECESSED SOFFIT LIGHT (TYP.) N N 24' -6" NEW FULL HT. WALL 0 TBD (105, OCCUPANT L r L J FLOOR PLAN MATCH LINE 19' --4" 10' -4" 9' A4 7 3 " 56' -3" 3 ' - 1' -4" 6' -4" 18' 3' -9 " 8' -6" 7' -6" 18' 7, -6" y 7' - 11" • ✓f rte. o �. �, o i i i. i ✓i ii 27 i, m. FROM THE EXTERIOR W/ PANT HARDWARE ON THE INTEI IDR SID 4 7 7 S AD 5' -2 CJ J HALL (106) 98 NEW REMOVE EXISTING TCILETS AND PERIMETER WALL AND REPLACE WITH NEW ANOD. ALUM. STOREFRONT ENTRY REMOVE EXT. OUTLET TOILET O (1 03) ULL HT. WALL F.P.H.B. TO BE DISCONNECTED. NOTES 1. ALL TOILETS TO MEET WASHINGTON STATE BARKER FREE REQUIREMENTS FOR THE HANDKER -GN CAN BE CAVE WALL AS W.0 IF DOOR SWITCHES OUT. 2. VERIFY SIZE CF. FIRE SPRINKLER RISER FROM FOR CLEARANCES 3. PROVIDE J -BOX FOR EACH TENANT POSSIBLE TOILET LOCATION r 6 EQUAL LITES =33 -6" 36' -6" 9 HVL 8' -13" 7 fl 0 LINE OF HE WAY 4" RISER DOWN TO 6" SEWER (3' BELOW FINISH GRADE) 73' REMOVE EXIST. O.H. DOOR AND FILL IN WITH CMU NEW 10' -10" HT. WALL 0 81' O THIS DOOR LOCKS BOTH WAYS 36' sc)%r 29'-6y STORAGE (107) 18' s / / / / / 2 sf s f OCCUPAN / /T[ LO / A D THE MEN'S WEATHER HOUSE 6 EQUAL LITES =33'- 36' -6" / / / / / / / / / / / / I / / / / / / / / I / MATTRESS' DEPOT (1 O 1) �v 110 4 POSSIBLE TENANT -" WALL 0 18' Dos ` L �c 3' n LEGEND N) G NEW STOREFRONT NEW METAL STUD FRAMED WALL EXIST. WALL TO REMAIN EXIST. WALL TO BE REMOVED INCOMPLETE LT R# 40 REVISION N dos -31z KtIItJYL.�.: ` 5 CODE COM1 ?9 N ,t.. APB ROVED NOV - 5 20B8 Cl Of Tukwila BUILDING oviSION FELE COPY Permit No. REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal ' and may include additional plan review fees. i Plar review approval is sub ect to errors and crn!!c ^s. Approval of construction documents does not authorize raze the violation of any adopted code or ordnance. of approved Field Copy and con • t . • is ac°:mo ficc2cd: By �1►►. City of Tuk lla BUILDING BI /SI N RECEIVED OCT 312000 PERMIT CENTEF. R O O M F I DOOR S C H E D U L E F I R S T F L O O R DOOR FRAME HARDWARE GROUP DOOR # DOOR SIZE THICK. TYPE HEAD JAMB SILL FINISH CLOSER PANIC HDWR LEVER LATCH LOCKSET WEATHER SEAL PUSH /PULL HDWR KICK PLATE BOTH SIDES REMARKS 102A 3' -o" x 7' -0" 1 3/4" B 7/T12.3 7/T12.3 8/TI2.3 PAINT TOILET ROOM 103 ® COVE BASE 5/8" GWB, EPDXY PAINT GWB @ 9' -O" A.F.F., EPDXY PAINT • HALL 103A 3' -0" x 7' -O" 1 3/4" B 7/TI2.3 7/TI2.3 8/T12.3 PAINT CONCRETE, SEALED NONE ® LAY -IN, SUSP. ACOUST. @ 12' A.F.F. HALL 0 SHEET VINYL 104A 3' -o" x 7' -O" 1 3/4" B 7/TI2.3 7/T12.3 8/T12.3 PAINT • • 0 • PANIC HARDWARE W/ ALARM 104B 3' -0" x 7' -0" 1 3/4" B 7/TI2.3 7/112.3 9/TI2.3 PAINT ® IP 0 0 PANIC HARDWARE W/ ALARM 1 05A (2) 3' -0" x 7' -0" 1 3/4" AA 5/TI2.3 5/TI2.3 6/TI2.3 FACTORY • ® ® ® ALUM. STOREFRONT 106A 3' -0" x 7-0" 1 3/4" B 7/T12.3 7/T12.3 8/TI2.3 PAINT • • 0 • R O O M F I N I S H S C H E D U L E ROOM NAME ROOM # FLOOR BASE WALLS CEILING REMARKS MATTRESS DEPOT 101 CONCRETE, SEALED NONE 5/8" GWB, PAINT LAY -IN, SUSP. ACOUST. @ 12' A.F.F. TOILET ROOM 102 SHEE I VINYL COVE BASE 5/8" GWB, EPDXY PAINT GWB @ 9' -O" A.F.F., EPDXY PAINT 4' HIGH P. LAM. WAINSCOT TOILET ROOM 103 SHEET VINYL COVE BASE 5/8" GWB, EPDXY PAINT GWB @ 9' -O" A.F.F., EPDXY PAINT 4' HIGH P. LAM. WAINSCOT HALL 104 SHEET VINYL 4" RUBBER 5/8" GWB, PAINT LAY -IN, SUSP. ACOUST. @ 12' A.F.F. PROVIDE 4'x8' PLYWOOD TELE. BD. TBD 105 CONCRETE, SEALED NONE 5/8" GWB, PAINT LAY -IN, SUSP. ACOUST. @ 12' A.F.F. HALL 106 SHEET VINYL 4" RUBBER 5/8" GWB, PAINT LAY -IN, SUSP. ACOUST. @ 12' A.F.F. PROVIDE 4'x8' PLYWOOD TELE. BD. CD C N F- w F- z w C) F- ED O (../) 0 J w U- O U U) CD U) CD z CC U) I— < CL cD CD N � I � NOTES: 1. PROVIDE LEVER -1'PE OPERATING HARDWARE A ALL DOORS (IBC 1008.1.8.1) 2. SEE FLOOR PLANS FOR DIRECTIONJOF DOOR SWING PROVIDE PANIC HARDWARE AT EXIT DOORS. Q3 E . OPENING FORCE OF EXIT DOORS WITHIN THE ACCESSIBLE ROUTE OF TRAVEL SHALL NOT EXCEED 5 POU \DS. 5. SIG \AGE FOR HANDICAP ACCESSIBILI - 1' ON ALL ENTRY DOORS. 6. EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE OR EFFORT. (IBC 1008.1.8) 7. POST SIGN ON THE EGRESS SIDE OF MAIN EXIT DOOR STATING: "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED ". 8. MANUALLY OPERATED FLUSH BOLTS OR SURFACE BOLTS ARE NOT PERMITTED ON ENTRY DOUBLE DOORS (IBC 1008.1.8.4) MEDIUM STILE ALUM. & GLASS STOREFRONT 2Lga. G.I. F A\ OD. ALUv 3 COATS F \E TEXTURED STUCCO OVER -- METAL LATH OVER 3/4" PLYWOOD, PAINT 4011-1 "TIMOTHY TA \" ASHI ERA G W/ CO \T. G.I. CLIP E W/ 1" INSULATED GLASS ANOD. ALUM. HEAD DETAIL SHIN ANOD. ALUM. VERTICAL MULLION DETAIL 1" I \SULATED G SEALA \T S AS REQ'D ASS SLOPE FLASHING TO DRAI\ AWAY FROV WILD. FRAVE (TYP.) STOREFRO \T 1" INSULATED GLASS ANOD. ALUM. SILL DETAIL MEDIUM STILE ALUM. & GLASS STOREFRONT .4 Scale: 3 " =1' -0" WOOD DOOR W/ TIMELY FRAME, STAIN WOOD, PAINT FRAME SC WOOD (NON RATED) HDWR: LEVER LATCHSETS KICKP_ATE Scale: 3"=1' 77 HEAD /JAMB (NO RATING) INTERIOR SOLID CORE DOOR T.I. VINYL REDUCER (CENTER UNDER DOOR) CONC. W/ SEALER THRESHOLD © CONC. / SHT.V. SHEET VINYL DOORS AS SCHEDULED nm�unnm�nmm�rummnurri� j' d "._ ! A ! A A FACTORY EDGE (NOT FIELD CUT) A BATT INSULATION W/ METAL STUB FURRI \G. W/ 5/8" GWB — PAI \TE TREATED 2 X 4'S TYP. 'TI v ELY' DOOR FRAVE, PA \ MI \. 4 A \CHORS JAV BS P 7 Q Scale: 3"=1' P A P D A A ,, T.I. SHEET VINYL OR VCT SOLID CORE DOOR W/ P.LAM. VENEER TERRAllO EDGE STRIP T.I. CARPET CONC. SLAB T THRESHOLD © SHT.V. / CARPET Scale: 3 " =1' -0" POSIrLw CODE CQMPLiA .4%,-. . DOVE NOV - 5 2C38 City Of Tukwila _ BUILDING DIVISION RECEWED OCT 3120 PERMIT CENTER N CC w F- z w U F- 0 cn 0 J W U- 0 v 0 0 z_ LY 0 CL C� o � � N I 00 aD aD Co b N) -co in 4 0 PVC DOWNSPOUT TIGHT LINED TO STORM SEWERS PAINT (TYP) : DOMESTIC WATER SERVICE & SUPPLY CO MATCH LINE CO CO. 3" SANITARY---- WASH AN ITARY— WASH DRY 9' -6" CO FURR. & INSUL. WALL (TYP. 0 Fp. 14' LAUNDR FIRE SPRINKLER RISER 2 "X8" ROOF HATCH WT WALL MOUNTED STEEL LADDER 4 "X8" TELEPHONE BOARD 12' O.P.D F.P.H.B D.S. 5' -6" 46' -9" O bc E- I N 3" STUB I N WALL O.F.D. HAIR PERFORMER 6 87' - 8" 6 ' -9" �3' q" TENANT PANEL POSSIBLE TENANT WALL LOCATION DOUBLE DOOR [p 0 7' N- 3"0 PVC CANOPY RAIN LEADER DOWNSPOUT TIGHT LINED PAINT (TYP) CONC. WALL RECESSED SOFFIT LIGHT (TYP.) N r D.S. 20' 4' 199' - 4' a aD NEW FULL HT. WALL r 10' -4" FLOOR PLAN MATCH LINE 19' -4" 9' OCCUPANT L 3" O 56'- H- 1' -4" FROM THE'\ EXTERIOR W/ PANT ;HARDWARE ON THE INNTEFIIOR SID 6' -4" - 0 18' 3' -g" o6) f S AD 1 1 J ' REMo\LE .Ekrs.pgd TQILETS..__A.ND PERIMETER WALL AND REPLACE IWITH NEW ANOD. ALUM. STOREFRONT ENTRY REMOVE EXT. OUTLET F.P.H.B. TO BE DISCONNECTED. POSSIBLE TOILET LOCATION r I �l 36' -6" 8' -6" 7' -6" 10" 7' -6" � O NEW -U LL HT. WALL I 5 " 8' -14" 7' I \, 5 " 0 0 4" RISER DOWN TO 6" SEWER (3' BELOW FINISH GRADE) 6 EQUAL LITES =33 -6" LINE OF 0 TOILET CO (102) HVL HALL (104) 18' 0 73' // HE WAY 7' REMOVE EXIST. O.H. DOOR AND FILL IN WITH CMU ❑ N 70. 81' NOTES 1. ALL TOILETS TO MEET WASHINGTON STATE BARKER FREE REQUIREMENTS FOR THE HANDKER -GN CAN BE CAVE WALL AS W.0 IF DOOR SWITCHES OUT. 2. VERIFY SIZE CF. FIRE SPRINKLER RISER FROM FOR CLEARANCES 3. PROVIDE J -BOX FOR EACH TENANT O 36' �Oq THIS DOOR LOCKS BOTH WAYS 18' MATTRESS. + DEPOT Ci ID OCCU LOAD .4 1 14 ,. )g"=1 '- o" 1- THE MEN'S WEATHER HOUSE 6 EQUAL LITES =33' - 36' -6" POSSIBLE TENANT WALL 11 1 18' C- LEGEND CI D �n r NEW STOREFRONT NEW METAL STUD FRAMED WALL EXIST. WALL TO REMAIN EXIST. WALL TO BE REv1OVED . Yi qu J may ;nc ::de a: dt IOnu! ;an F � permit No Piar review approval t3 subject t error anti then.. Apo a 01 construction 3 � dC *w`' Y C LWi . the violation of any adopted code o' approved Field � -- By Date: ct BU; DING % N 1St ON eieN FOR CODE COMPLIANCE PPROVED se) s 2 03 EVISON OO8-3 RECEIVED SEP 7 7 2008 PERMIT CENTEI- N 01' 20' 56" E N 05' 09' 57" W EXISTING BUILDING SITE PLA\ SITE & BUILD' TOTAL SHOWN = 52 REMOVE EXISTING /CURB BUILDING CODE: 2006 IBC ENERGY CODE: 2006 2003 WASHINGTON STATE ACCESSIBLE CODE ZONE: C2 SITE AREA = 66,000 SF ± BLDG AREA = 24,385.5 S.F. COVERAGE = 37% CONSTRUCTION TYPE: 5B - SPRINKLERED OCCUPANCY TYPE: M PARKING SHOWN: STANDARD 9'x19' = 36 COMPACT 8'x16' = 14 HANDICAP 9'x17' = 2 TRANSFORMER ON CONC. PAD C 77.64' 3.59' GAS METERS DUMPSTER PAD EXISTING CURB ALONG PROPERTY LINE TO REMAIN J EXISTING ROW OF EVERGREEN CEDARS FORM 8' HIGH HEDGE ALONG PROPERTY LINE (f) 11! (0) (0) (0) (0) (0) (0) (0) (0) (0) (0) (0) (0) (0) (0) (0) (0 (Q) (0) (0) (0) (0) (E�) (0) (0) (0) (0) (0) (0) (p) (0) (0) 0 N ELEC TRANSFORMER 3' SIDEWALK \G STATISTICS AV.F. cA- UTILITIES FROM STREET & EASEMENT N....0.1' 07' 37" E w m 17' -0' -I / W.F. PLANTER 199' -0" 15' 1 j a, � , ) 10 I y [HMI Oa L. A PHA T RAMP Q. TILE PAVER BOARDER -u 2' PARKING OVERHANG LINE OF 4' CANOPY EX T. . OUTLET ASPHALT /CONC. PAVING 2' -O" i 0 t r 0 n 24' -O' S 01' 04' 39" W 18' NEW WALK PER TUKWILA STANDARDS 337.63' 18' 0 ASPHALT /CONC. PAVING N 0 Ci C; CU CU 1 6' -O" SOUTHCENTER PARKWAY 10 STANDARD 0 9'x90' U U ❑LIGHT 0 STANDARD 16' -0" 'Ii". 99 -0' REVISED FROM COMPACT TO STANDARD 18r hmrrr 24' -0' n W.F. : M 0 r 18' \ 254.98' i 10 BOLLARD 18' 11 u•) 15 1 - EXTRUDED CONC. CURB (TYP.) P LE MO JNT SI N 0 BOLLARD RE: FA1 29' -0" U C] U U 0 U 0 )e, " 9 ` ; ' 0 10'x30' TRUCK LOAD'S m ' CL. N 1"=20'-0" to BELLEVUE 1 So Shim U 0 - -� 1pub � O r II I_ to SEATTLE vicinity map Tukwila, Washington MID r1 M Sgi ❑ 0 0 I I D ❑E ❑ L-Lr -d 3 Y e SolLnignifFR El El flu L J 0n = I 1 Por cwgy`prox u _ F PE IW �a 9 Q SITE * TACOMA & PORTLAND 1 PARCEL "B" That portion of the Northeast quarter of the Southwest quarter (hereinafter referred to as the Subdivision) in Section 26, Township 23 North, Range 4 East, W.M., described as follows: BEGINNING at a point on the West line of said subdivision 765 feet North of the Southwest corner thereof: THENCE North along said West line 255 feet; THENCE East on a line parallel with the South line of said subdivision to the West line of Southcenter Parkway (57th Avenue South) at a point 30 feet West of the centerline; THENCE South along said West line 255 feet, more or less, to the intersection with a line parallel with the South line of said subdivision and bearing East from the POINT OF BEGINNING; THENCE West along said parallel line to the POINT OF BEGINNING; EXCEPT that portion thereof lying Easterly of the West line of Southcenter Parkway (57th Avenue South) as conveyed to the City of Tukwila by deed recorded under Recording No. 6343853; NO EXCEPT that portion thereof conveyed to the state of Washing for Primary State Parkway No. 1 under deed recorded under Auditor's File No. 5992106. TOGETHER WITH that property conveyed by the State of Washington by deed recorded under Recording No. 8505150267; Situate in the City of Tukwila, County of King, State of Washington. LEGAL DESCRIPTIO\ RLViSIONS ,: . sue: ,( 6 shall be made to the rr•rynn Of work 'orithout prior appr©v ; If Tukwila Building Division. "..r- -. Revisions will require a new p1nn !,hrnit+ ! 7- nay include additional plan : PEBMT REQUIRED FOR: , an cal I lam bing Gas Pip'►n9 City of Tukwlta BUILDING DIVISION GE \ERAL City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 1 3 2008 PERMIT CENTER \OTES Mechanical, electrical and plumbing drawings are bidder design - portions of these shown on architectural are to be coordinated with mechanical drawings. 2. All utilities to be a part of this Contract. 3. Verify location of all utility stubs. 4. All dimension lines to face of stud and centerline of beams and columns, unless otherwise noted. 5. Drawings are not to be scaled. Contact any conflicts or discrepancy. 6. Contractor to verify all field dimensions and conditions - any discrepancy between plan and actual condition is to be brought to attention of Architect for resolution. 7. Curb heights max. 7" and min. 4 ", max step at doors to be Y2 or as shown on details. 8. Max. ramp to be 1 in 20 for handicap. 1 in 12 for all others. 9. See Civil Drawings (site development) for grading, site utilities, catch basins, etc. 10. Each Contractor to inspect each sheet of drawings insofar as it may apply to his portion of the work. Contractors to coordinate so no conflict occurs. 11. All site development, building construction and handicap provisions are to meet of exceed applicable portions of Washington State Handica Standards (WSBF Design). O.S.H.A., W.I.S.H.A., Washington State Energy Code or locally amended counterpart, U.B.C., U.P.C., U.M.G., N.F.P.A., etc., Local Zoning Codes and Local Amendments to the these codes and standards. (All current editions as adopted by local authority). 12. Building address to be clearly visible. 13. No occupancy prior to issuance of Certificate of Occupancy. 14. Special test laboratory inspection required for all site welding, high strength bolting, and all structural concrete. 15. Pour no concrete when the anticipated site temperature will be below 34'F during the first 48 hours of current. 16. In the event of field errors or omissions the Contractor shall notify the Architect and make no repairs without his approval. 17. Contractor shall co- ordinate the work of all trades to avoid interference between divisions of the work. 18. Contractor to provide all work, services, and materials necessary to construct a complete operating facility. 19. The Contractor shall apply and secure all occupancy, sewer, storm, water, electrical and other permits except building permits. He shall pay all necessary fees and post bonds required. 20. The Contractor to provide energy budget calculations as required by Washington State Energy Commission. 21. Concrete walks to meet the following criteria: a. 4" thick with expansion joints at 20' -0" o.c. and score joints at 5' -0" o.c. b. Slope for drainage - 17 min., 37 max. 22. General Contractor responsible for all cutting and patching. 23. Repetitive features may be drawn only once, but shall be provided as if drawn full. 24. Portable fire extinguishers per NFPA 10 and in construction shack. Permanent extinguishers by Owner. 25. Suspended ceilings to be designed for to local building authority for approval. 26. The Contractor shall call the structural observation prior to pouring of precast of roofing, and as specified. seismic Zone III, submit calcs. engineer for field panel and prior to application Architect for resolution of 27. Geotechnical Engineer to verify soil bearing prior to pouring of footings. 28. Geotechincal Engineer to inspect and approve building pad prior to pouring floor. 29. Geotechincal Engineer to inspect and approve paving areas prior to paving. 30. All roof mounted equipment to be: a. Curb mounted per plans. b. Approved by Structural Engineer for any beefing -up of structure because of mechanical unit loads. 31. Provide mechanical ventilation per Uniform Fire Code Chapter 81. 32. Provide draft curtains at 9,000 s.f. pr less. A 33. Required hydrants per City Ordinance to be operational prior to combustible building materials delivered to site. Hydrant locations shall be approved by Fire Department. 34. Fire Sprinkler drawings are bidder design and shall comply with NFPA- 1975 and be approved by Fire Department. FILE COPY Permit No Rlar review approval is subject to mom and omissions. Approval of constntction documents does not authorize the violation of any = dopted code or orb. Receipt of approved Field ltd �.. �= t ;wed: By Date: CORRECTION L.TR # . 1 the P 13% 1.. N DOMESTIC WATER SERVICE & SUPPLY 4 0 PVC DOWNSPOUT TIGHT LINED TO STORM SEWERS PAINT (TYP) CD 3" SANITARY MATCH LINE CO CQ WASH° ED. DRY CO 9r -6" ti 14' LAUNDR F.P.H.B FIRE SPRINKLER RISER 46' -9" D.S. 2 "X8" ROOF HATCH WT WALL MOUNTED STEEL LADDER 4 "X8" TELEPHONE BOARD 12' O.P.D 5' -6" OD OR f--- 9 L- FURR. & INSUL. WALL (TYP. 3" STUB IN WALL 0.F.D. 87' -8" HAIR PERFORMER 6 1'-1" 6 ' -9" y 3' TENANT PANEL 11 DOUBLE DOOR POSSIBLE TENANT WALL LOCATION 7' RECESSED SOFFIT LIGHT (TYP.) 6 ' 3"0 PVC CANOPY RAIN LEADER DOWNSPOUT TIGHT LINED PAINT (TYP) CONC. WALL F D.S. 20' 199' NEW FULL HT. WALL 4 r 24' -6" CD 10' -4" FLOOR PLAN MATCH LINE 19' -4" J J J W z OCCUPANT L 1 12 RE M( \ /E REPLACE N G S TQJLE ., AND PERIMETER CE WITH NEW ANOD. ALUM. STOREFRONT ENTRY D.S. TBD :105) 7 0 3 FROM THIE.. W/ PANI HARDWARE ON THE INTERIOR IOR SID 3" 56' -3" NOTES 1. ALL TOILETS TO MEET WASHINGTON STATE BARKER FREE REQUIREMENTS FOR THE HANDKER—GN CAN BE CAVE WALL AS W.0 IF DOOR SWITCHES OUT. 2. VERIFY SIZE CF. FIRE SPRINKLER RISER FROM FOR CLEARANCES 3. PROVIDE J —BOX FOR EACH TENANT 9 a 1' -4" r 0 s w 0 o- WW ZU J H-0 18' 6' -4" f 3' -9 " 8' -6" HAIL (1 r 7 D , II 0 W If REMOVE EXT. OUTLET ULL ''HT. WALL 8' -1i" -*mit 7 oOV F.P.H.B. TO BE DISCONNECTED. T I--1I 4" RISER DOWN TO 6" SEWER (3' BELOW FINISH GRADE) 6 EQUAL LITES =33 -6" 36' -6" 7' -6" 10; 7' -6" 18' 0 TOILET CO HALL 104 (102) HVL CO 2A 7 04 7'-11" REMOVE EXIST. O.H. DOOR / 2' 5 AND FILL IN WITH CMU ` O LINE OF HE WAY 73' 0 81' 1) POSSIBLE TOILET POSSIBLE TENANT LOCATION WALL 36' THIS DOOR LOCKS BOTH WAYS 18' MATTRESS; + DEPOT 9 r r 10J r 1 r r OCCUPANT lL'OAD ff • . ---- • - s " =1' -0" THE MEN'S WEATHER HOUSE 6 EQUAL LITES= 33' -6" 36' -6" r J —II- 114 0 18' t �L CU - 3 ' TYP. 3' LEGEND 0 h sk NEW STOREFRONT NEW METAL STUD FRAMED WALL EXIST. WALL TO REMAIN EXIST. WALL TO BE REMOVED CORRECTION LT RIL_L---A RellENIED FOR CODE. C0101.30ICE. APPROV p 2I FLO City Tub a �SIQN � dos a12 RECEIVED AUG 21 2000 PERMIT CENTEF MARK QTY DESCRIPTION LAMP MANUFACTURER & NUMBER REMARKS 3 DIE -CAST SINGLE FACE EMERGENCY EXIT LIGHT W/ ALUM. HOUSING & RED LETTER LED MCPHILBEN ER4DL -2- 12/27 -A -R EXIT X 71 2'x4' 3 -LAMP FLUORESCENT STRIP W/ WHITE FINISH 40W METALUX 2GR8332 3 -LAMP 2x4 TROFFER 17 2'x4' 3 -LAMP FLUORESCENT STRIP W/ WHITE FINISH 40W EMERGENCY BACK -UP LIGHT 1'x4' 3 -LAMP FLUORESCENT STRIP W/ WHITE FINISH 40W OWNER TO PICK . . . r 0 2 HEAT - VENT -LIGHT 70W OWNER TO PICK . VENT OUT THRU WEST WALL 2 EMERGENCY LIGHT UNIT OWNER TO PICK C`a w z w U 0 J U- 0 C) U) 0 a C� z cc U) 0 C� o � I "' N N z a a N `co 03 7 14' 12' 9 INTERIOR BUILDING LIGHTING LEGEND 46' -9" 87' -8" 1' -1" 6' -9" 3' 1 t. CROSS TEE PER ASTM C635 45° or 45° or less 20' 199' 6 MIN. 3 /B° 24' -6" #12 HANER WIRE 19' -4" 18' 18' I m II Irer 11 'ail' iMINE ;c ;t III � IX "X I 1 rOH X X ; �X � k 11 11 Ix X . IIIII I � I -I ii' 1111 EM I 1111 1 1 Ell IIIIMM I UM LOAD 41yyY/,.�N�lINPNP�a�16G %j�ll`�P �di�'di �2r.��Qr.Sf""� Sfu :Ti.SGr.: Gr.S� �.�.+ r�'2�SCv.� STEEL STUD COMPRESSION POST ONLY IF REQUIRED BY BUILDING OFFICIAL X12 HANGER WIRE ANCHORED TO STRUCTURE ABOVE MAIN OR CROSS TEE STABILIZER BAR SYSTEM TO KEEP PERIMETER COMPONENTS FROM SPREADING APART UNATTACHED WALLS 45° or less HOLE WITHI P THROUGH HANGER & THREE TIGHT TURNS 3" ( TOP TO BOTTOM) 45° or less MAIN CEILING BEAM PER ASTM C635 36' CEILONG I \STALLAT SUSPENDED ACOUSTICAL CEILING TILE SEISMIC DETAIL Scale: NONE O\ REQUIREM • PROVIDE SPECIAL INSPECTION PER ASCE STANDARD 9.6.2.6 18' 18' U.S.G. METAL FURRING CHANNEL W/ CLIPS OR APPROVED @ 24" O.C. ENTS 4y — __ • MINIMUM 2" WALL MOLDING • GRID MUST BE ATTACHED TO TWO ADJACENT WALLS -- OPPOSITE WALL MUST HAVE A 3/4" CLEARANCE. • ENDS OF MAIN BEAMS AND CROSS TEES MUST BE TIED TOGETHER TO PREVENT THEIR SPREADING. • PERIMETER SUPPORT WIRES MUST BE WITHIN 8" OF CEILING EDGE. • PROVIDE MANUFACTURERS HEAVY GRID SYSTEM. • CEILING AREAS OVER 1,000 SF MUST HAVE HORIZONTAL RESTRAINT WIRIE OR RIGID BRACING. • CEILING AREAS OVER 2,500 SF MUST HAVE MUST HAVE SEISMIC SEPARATION JOINTS OR FULL HEIGHT PARTITIONS. • CEILINGS WITHOUT RIGID BRACING MUST HAVE 2" OVERSIZED TRIM RINGS FOR SPRINKLERS AND OTHER PENETRATIONS. • CHANGES IN CEILING PLANE MUST HAVE POSITIVE BRACING. • CABLE TRAYS AND ELECTRICAL CONDUITS MUST BE INDEPENDENTLY SUPPORTED AND BRACED. • SYSPENDEDED CEILING WIL BE SUBJECT TO SPECIAL INSPECTION AS REQUIRED BY LOCAL BUILDING OFFICIAL. • IF CEILING SYSTEM TO BE INSTALLED IS NOT AS SPECIFIED ABOVE CONTRACTOR SHALL SUBMIT ALTERNATIVE MATERIAL AND METHODS AS DESCRIBED IN I.B.C. SECTION 104.11 TO LOCAL BUILDING OFFICIAL. • SUSPENDED CEILINGS SHALL BE BRACED AGAINST LATERAL MOVEMENT DUE TO EARTHQUAKE PER ASTM C636. IN THE ABSENCE OF AN ENGINEERED DESIGN THE FOLLOWING BRACING SYSTEM WILL BE REQUIRED. FOUR NO. 12 GA STEEL WIRES SHALL BE ATTACHED TO A MAIN RUNNER WITHIN 2 INCHES OF A CROSS RUNNER. THE WIRES SHALL BE SPLAYED 90 DEGREES TO EACH OTHER AND RUN UP TO BE ATTACHED TO STRUCTURE ABOVE AT AN ANGLE NOT TO EXCEED 45 DEGREES FROM THE HORIZONTAL. A COMPRESSION STRUT SHALL EXTEND FROM THE MAIN RUNNER AT THE ATTACHMENT OF THE WIRES VERTICALLY AND BE ATTACHED TO THE STRUCTURE ABOVE ONLY IF REQUIRED BY BUILDING OFFICE. SUCH BRACING SYSTEMS SHALL BE PROVIDED AT A SPACING NOT TO EXCEED 12 FEET IN BOTH DIRECTIONS. BEGINNING AT A POINT NOT TO EXCEED 6 FEET FROM WALLS. VERTICAL AND PERIMETER HANGERS INSTALLED PER ASTM C636 AND MANUFARURES REQUIREMNETS. LIGHTING FIXTURES WHICH WEIGH LESS THAN 56 POUNDS SHALL BE ATTACHED TO THE CEILING GRID SYSTEM AND TO BUILDING STRUCTURE BY AT LEAST 2 NO. 12 GAGE WIRES. LIGHT FIXTURES WHICH WEIGH 56 POUNDS OR MORE SHALL BE SUSPENDED FROM THE STRUCTURE INDEPENDENT OF THE CEILING GRID, AND AN ENGINEERING DESIGN SHALL BE SUBMITTED TO SUBSTANTIATE THE SUSPENSION SYSTEM. MECHANICAL EQUIPMENT SHALL BE SUPPORTED INDEPENDENT OF THE CEILING SUSPENSION SYSTEM. LEGEND in N U, N, r n NEW STOREFRONT NEW METAL STUD FRAMED WALL EXIST. WALL TO REMAIN EXIST. WALL TO BE REMOVED 2 8 GA. HANGER WIRE © 24" O.C. CODE. CONIpLIPNCE APPROV 1 1/2" U.S.G. METAL FURRING CHANNEL OR APPROVED @ 48" O.C. SLICE CHANNELS W/ 12" OVERLAP & SECURE W/ DBL. STRAND 18 GA. TIE WIRE 5/8" G.W.B. GWB SUSPENDED CEILING SEISMIC DETAIL NOTE: AT THE INTERSECTION OF GRID 5 & B IS THE ROOF DRAIN /OVERFLOW. THE BATHROOM AT THIS LOCATION WILL REQUIRE THAT THE WALL FURRING BE A MINIMUM OF 6" METAL STUD. CONTRACTOR TO VERIFY.; Scale: NONE RECEWWFP AUG 21 2008 PERMIT GENIE NOTES: MEDIUM STILE ALUM. & GLASS STOREFRONT 1. PROVIDE LEVER -TYPE OPERATING HARDWARE AT ALL DOORS (IBC 1008.1.8.1) 2. SEE FLOOR PLANS FOR DIRECTION OF DOOR SWING 3. PROVIDE PANIC HARDWARE AT ALL EXIT DOORS. 4. OPENING FORCE OF EXIT DOORS WITHIN THE ACCESSIBLE ROUTE OF TRAVEL SHALL NOT EXCEED 5 POUNDS. 5. SIGNAGE FOR HANDICAP ACCESSIBILITY ON ALL ENTRY DOORS. 6. EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE OR EFFORT. (IBC 1008.1.8) 7. POST SIGN ON THE EGRESS SIDE OF MAIN EXIT DOOR STATING: "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED ". 8. MANUALLY OPERATED FLUSH BOLTS OR SURFACE BOLTS ARE NOT PERMITTED ON ENTRY DOUBLE DOORS (IBC 1008.1.8.4) 3 COATS FINE TEXTURED STUCCO OVER Vl ETAL LATH OVER 3/4" PLYWOOD, PAINT 4011-1 "TIMOTHY TAN" 24ga. G.I. FLASHING W/ CONT. G.I. CLIP ANOD. ALUM. FRAME W/ 1" INSUJaTED GLASS ANOD. ALUM. HEAD DETAIL � ANOD. ALUM. VERTICAL MULLION DETAIL SHIMS AS REQ'D 1" INSU SEALANT _ATED G_,SS SLOPE FLASHING TO DRAIN AWAY FROM WIND. FRAME (TYP.) STOREFRONT 1" INSULATED GLASS ANOD. ALUM. SILL DETAIL MEDIUM STILE ALUM. & GLASS STOREFRONT 74f 1 .4 a Q Scale: 3 " =1' -0" WOOD DOOR W/ TIMELY FRAME, STAIN WOOD, PAINT FRAME SC WOOD (NON RATED) HDWR: LEVER LATCHSETS KICKPLATE Scale: 3 " =1' -0" R O O M F I N I S H S C H E D U L E ROOM NAME MATTRESS DEPOT TOILET ROOM TOILET ROOM HALL TBD HALL ROOM # 101 102 103 104 105 106 FLOOR CONCRETE, SEALED SHEET VINYL SHEET VINYL SHEET VINYL CONCRETE, SEALED SHEET VINYL BASE NONE COVE BASE COVE BASE 4" RUBBER NONE 4" RUBBER WALLS 5/8" GWB, PAINT 5/8" GWB, EPDXY PAINT 5/8" GWB, EPDXY PAINT 5/8" GWB, PAINT 5/8" GWB, PAINT 5/8" GWB, PAINT CEILING LAY -IN, SUSP. ACOUST. © 12' A.F.F. GWB 9' -O" A.F.F., EPDXY PAINT GWB 9' -O" A.F.F., EPDXY PAINT LAY -IN, SUSP. ACOUST. © 12' A.F.F. LAY -IN, SUSP. ACOUST. © 12' A.F.F. LAY -IN, SUSP. ACOUST. © 12' A.F.F. REMARKS 4' HIGH P. LAM. WAINSCOT 4' HIGH P. LAM. WAINSCOT PROVIDE 4'x8' PLYWOOD TELE. BD. PROVIDE 4'x8' PLYWOOD TELE. BD. DOOR SCHEDULE F I R S T F L O O R DOOR FRAME HARDWARE GROUP DOOR # 102A DOOR SIZE 3' -O" x 7' -0" PANIC HDWR 103A 104A 3' -O" x 7' -0" 3 ' -O" x 7' -O" r 3' -0" x 7'-O" /A SA (2) 3' -O" x 7' -O" 106A 3' -O" x 7'--O" THICK. 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" TYPE B B B B AA B HEAD 7/TI2.3 7/TI2.3 7/TI2.3 7/TI2.3 5/TI2.3 7/TI2.3 JAMB 7/TI2.3 7/TI2.3 7/TI2.3 7/TI2.3 5/TI2.3 7/T12.3 SILL 8/TI2.3 8/TI2.3 8/TI2.3 9/TI2.3 6/TI2.3 8/TI2.3 FINISH PAINT PAINT PAINT CLOSER PAINT FACTORY PAINT • • LEVER LATC H • • • • • • LOCKSET • • • WEATHER SEAL PUSH /PULL HDWR • KICK PLATE BOTH SIDES • • • • REMARKS • • ALUM. STOREFRONT HEAD /JAMB (NO RATING) Scale: 3 " =1' -0 INTERIOR SOLID CORE DOOR T.I. VINYL REDUCER (CENTER UNDER DOOR) CONC. W/ SEALER SHEET VINYL P a FACTORY EDGE (NOT FIELD CUT) BAIT INSULATION W/ METAL STUD FURRING. W/ 5/8" GWB — PAINTED TREATED 2 X 4'S TYP. 'TIMELY' DOOR FRAME, PAINT MIN. 4 ANCHORS / JAN BS DOORS AS SCHEDULED 4 P P A T.I. SHEET VINYL OR VCT THRESHOLD © CONC. / SHT.V. Scale: 3 " =1' -0" SOLID CORE DOOR W/ P.LAM. VENEER 1111■ i■ gIIIIII111111111111g111111111111_ y'. ' y .'; ? 4 • TERRAZZO EDGE STRIP T.I. CARPET CONC. SLAB 4 THRESHOLD © SHT.V. / CARPET Scale: 3 " =1' -0" AUG 212000 PERMIT CENTEF MASONRY HOLLOW CONCRETE MASO \RY U\IITS SHALL BE MEDIUM WEIGHT (50/50) GRADE "N" I\ ACCORDANCE WITH ASTM C -90. MASONRY STRESSES USED IN DESIGN (f'm = 1500 PSI) WERE FOR INSPECTED CONSTRUCTION. MASONRY UNIT COMPRESSIVE STRENGTH TO BE 1900 PSI MINIMUM ON NET AREA AND 1000 PSI MINIMUv ON GROSS AREA. ALL MASONRY TO BE ERECTED IN ACCORDANCE WITH CODE INDICATED ABOVE. v1ORTAR SHALL BE TYPE "S ", WITH MORTAR PROPORTIONS PER ASTv1 C270 TABLE 1 (TESTING LAB IS TO VERIFY IN WRITING THAT THIS TABLE FOR TYPE "5" MORTAR WAS COvIPLIED WITH). MASO\RY CEMENT AND MORTAR CEvENT ARE NOT TO BE USED ON THIS PROJECT. VOLUME PROPORTIONS FOR MORTAR AND GROUT MIX DESIGNS ARE NOT TO BE SUBMITTED IN THE FORv OF "SHOVEL — FULLS". SOLID GROUT MASONRY IN LIFTS NOT TO EXCEED 4' -0" UNLESS HIGHLIFT CODE PROCEDURES ARE FOLLOWED AND MONITORED AND REPORTED BY THE TESTING LAB. GROUT STRENGTH SHALL BE 2000 PSI MIN. AT 28 DAYS. REINFORCING STEEL SHALL BE DEFORMED BARS ASTM A615, GRADE 60 (fy =60,000 PSI). SPLICES SHALL BE 60 BAR DIAMETERS VINIMUV UNLESS OTHERWISE SHOWN. ALL CONNECTIONS AND BOLTS SHOWN EMBEDDED I\ MASONRY ARE TO BE INSTALLED BY THE VASO \S DURING THE CONSTRUCTION OF THE WALL OR PIER. PROVIDE CORNER BARS TO MATCH ALL HORIZONTAL REINFORCING. ALL MASONRY TO BE RU \ \ING BOND LAY —UP. ALL VASO \RY BOLTS & WHS ON THIS PROJECT TO BE GROUTED IN PLACE WITH AT LEAST 1" OF GROUT BETWEEN THE BOLT AND THE VASO \RY ( \O EXCEPTIONS). MAXIMUM ALLOWABLE CONSTRUCTION WALL ALIG \VENT TOLERANCES (BASED ON ACTUAL DIVERSIONS) ARE AS FOLLOWS: VERTICAL + 1/4" IN 10 FT, 3/8" I N 20 FT. & 1 /2" M A X I M U M I N WALL HEIGHT. HORIZONTAL ± 1 /4" I N 10 FT., 3/8" I N 20 FT 8c + 1/2" V AXI M U M. WALLS EXCEEDI \ G THESE TOLERANCES MUST BE REMOVED AND REPLACED (NO EXCEPTIONS). TESTING LABORATORY TO CHECK CONSTRUCTION DAILY TO THESE TOLERANCES. MASONRY: REINFORCING: VERIFY THAT UNITS HAVE MINIMUM CELL SIZE PER DRAWINGS. VERIFY REINFORCING PLACEMENT IS PER DRAWINGS. MASONRY CONSTRUCTION SHALL HAVE SPECIAL INSPECTION PER CODE. DAILY VERIFY MASONRY TOLERA \CES PER MASONRY NOTE THIS SHEET. SPECIAL INSPECTION IS REQUIRED BASED ON THE "UNIT STRENGTH METHOD" PER THE THREE STEPS NOTED BELOW, SAMPLING AND PLACING OF ALL vASONRY UNITS, PLACEMENT OF REINFORCEMENT, INSPECTION OF GROUT SPACE, IMMEDIATELY PRIOR TO CLOSING OF CLEANOUTS AND DURING ALL GROUTING OPERATIONS. 1 . UNITS CON FOR V TO ASTM C90 AND ARE SAMPLED AND TESTED I N ACCORDANCE WITH ASTV C140. 2. GROUT CON FOR vl S TO ASTvI C476 AND I S SAMPLED FOR EACH 5000 SF OF WALL AND TESTED FOR STRENGTH. 3. MORTAR CONFORMS TO TYPE '5' PROPORTIONS PER ASTM C270 TABLE 1. INSPECTOR SHALL CONFIRM IN DAILY FIELD REPORTS THAT THE PROPORTIONS ARE FOLLOWED (EITHER FIELD MIXED OR PREMIXED SAMPLES A \D TESTS FOR STRENGTH ARE NOT REQUIRED). FAILURE TO FOLLOW THESE THREE STEPS WILL MEAN THAT PRISM TEST WILL BE REQUIRED. THE CONTRACTOR MAY ELECT TO TAKE PRISM TESTS IN LIEU OF THE "UNIT STRENGTH PROCEDURE ". TESTING LAB TO NOTIFY ENGINEERS NORTHWEST AND THE ARCHITECT BY PHONE AND FAX OF ALL NO\COvPLIANCES REGARDING MASONRY IMMEDIATELY. TESTING LAB TO SEND REPORTS TO ENGINEERS NORTHWEST AND THE ARCHITECT WITHIN 5 DAYS OF TEST. VERIFY THAT ALL REINFORCING IS PLACED IN ACCORDANCE WITH APPROVED PLANS. CHECK FOR REQUIRED COVER, SIZE, GRA lj J 69✓ 6 i\lk QSC7 vl S 1; /7-0 / 0 E 5 y Z VOS auG 2.1 0 OrfO BTLOG '0$1.04 ECEWWE AUG 21 2000 PERMIT CENTEt