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Permit D10-159 - MIZUKI JAPANESE BUFFET - TENANT IMPROVEMENT
MIZUKI JAPANESE RESTAURANT 17950 SOUTHCENTER PY D10-159 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.Tukw ila WA .gov CERTIFICATE OF OCCUPANCY This certificate is issued pursuant to the requirements of Section 110.2 of the 2009 edition of the International Building Code. At the time of issuance, this structure or portion thereof has been inspected for compliance with the requirements of this code for the occupancy and division of occupancy and the use for which the proposed occupancy is classified. Building Permit No.: D10 -159 Occupant/Tenant: MIZUKI JAPANESE BUFFET Building Address: 17950 SOUTHCENTER PY, SUITE NO. Parcel No.: 3523049123 Property Owner: MADISON INVESTMENTS LLC P 0 BOX 1922 , BOZEMAN MT 59771 Use: RESTAURANT Occupancy Group /Division: A -2 Type of Construction: V -A Automatic Sprinkler System: Provided: Y Required: Y Design Occupant Load: 249 1"5/0040// BUILDING OFFICIAL DATE THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES City oikukwila • 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 DEVELOPMENT PERMIT Parcel No.: 3523049123 Address: 17950 SOUTHCENTER PY TUKW Suite No: Permit Number: D10 -159 Issue Date: 09/09/2010 Permit Expires On: 03/08/2011 Tenant: Name: MIZUKI JAPANESE BUFFET Address: 17950 SOUTHCENTER PY , TUKWILA WA Owner: Name: MADISON INVESTMENTS LLC Address: P O BOX 1922 , BOZEMAN MT 59771 Phone: Contact Person: Name: KING LEE Address: PO BOX 80563 , SEATTLE WA 98108 Phone: 206 396 -3173 Contractor: Name: MONARCH TRADING CORP Address: PO BOX 80563 , SEATTLE WA 98108 Phone: 206 -763 -6161 Contractor License No: MONARTC065Q1 Expiration Date: 03/06/2011 DESCRIPTION OF WORK: PROVIDE TI FOR BUFFET RESTAURANT, .ADD AN ENCLOSURE FOR GARGABE COMPACTOR/DUMPSTER. PUBLIC WORKS ACTIVITIES INCLUDE: GREASE INTERCEPTOR, TESC, LAND ALTERING, NEW 1.5" RPPA DOMESTIC BACKFLOW W /HOT BOX, AND STORM DRAINAGE. TRANSPORTATION IMPACT FEE & TRAFFIC CONCURRENCY TEST FEE (SEE C 10 -014). DHM Value of Construction: Type of Fire Protection: Type of Construction: $250,000.00 Fees Collected: $51,315.59 International Building Code Edition: 2006 Occupancy per IBC: A2 * *continued on next page ** doc: IBC -7/07 D10 -159 Printed: 09 -09 -2010 City oKukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.ci.tukwila.wa.us Permit Number: D1O -159 Issue Date: 09/09/2010 Permit Expires On: 03/08/2011 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 25 c.y. Fill 2 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: Y Sewer Main Extension: N Private: Public: Storm Drainage: Y Street Use: N Profit: N Non - Profit: N Water Main Extension: Water Meter: Permit Center Authorized Signature: N N Private: Public: 1 � / Date: � f U I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whet er specified herein or not. The granting of this pe 't does construction or the perfo ance Signature: Print Name: t presum work. I give authority to violate or cancel the provisions of any other state or local laws regulating thorized to sign and obtain this development permit. ff'' ( ^q r 1V Date: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC -7/07 D10 -159 Printed: 09 -09 -2010 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 Parcel No.: 3523049123 Address: Suite No: Tenant: 17950 SOUTHCENTER PY TUKW MIZUKI JAPANESE BUFFET PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D10 -159 ISSUED 06/17/2010 09/09/2010 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 6: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 7: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 8: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 9: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 10: Insulating materials, where exposed as installed in buildings of any type of construction, shall have a flame spread index of not more than 25 and a smoke development index of not more than 450. Where facings are installed in concealed spaces in buildings of Type III, IV, or V construction, the flame spread and smoke - developed limitations do not apply to facings, that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. 11: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 12: All food preparation establishments must have Seattle /King County Department of Public Health sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection shall be made by calling Seattle /King County Department of Public Health, (206/296- 4928), at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by the agency on the job site. 13: All wood to remain in placed concrete shall be treated wood. doc: Cond -10/06 D10 -159 Printed: 09 -09 -2010 • 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: hto://www.ci.tukwila.wa.us 14: 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. 15: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 16: 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. 17: Manufacturers installation instructions shall be available on the job site at the time of inspection. 18: 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. 19: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 20: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 21: 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. 22: Prior to final inspection for this building permit, a copy of the roof membrane manufacturer's warranty certificate shall be provided to the building inspector. 23: ** *FIRE DEPARTMENT CONDITIONS * ** 24: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 25: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 26: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 27: 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) 28: 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) doc: Cond -10/06 D10 -159 Printed: 09 -09 -2010 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 29: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 30: 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) 31: Each door in a means of egress from an occupancy of Group A or E having an occupant load of 50 or more and any Group H occupancy shall not be provided with latch or lock unless it is panic hardware or fire exit panic hardware on rated fire doors. (IFC 1008.1.9) 32: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 33: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 34: 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) 35: 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) 36: 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) 37: 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) The path of egress shall require emergency lighting until exit discharge is accomplished. 38: 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) 39: Every room or space that is an assembly occupancy shall have the occupancy load of the room or space posted in a conspicuous place, near the main exit or exit access doorway from the room or space. Posted signs shall be of an approved legible permanent design and shall be maintained by the owner or authorized agent. (IFC 1004.3) 40: 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) doc: Cond -10/06 D10 -159 Printed: 09 -09 -2010 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.tulcwila.wa.us 41: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 42: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinlder systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinlder work shall commence without approved drawings. (City Ordinance #2050) 43: An approved manual fire alarm system including audible /visual devices and manual pull stations is required for this project. The fire alarm system shall meet the requirements of Americans With Disabilities' Act (I.B.C.), N.F.P.A. 72 and the City of Tukwila Ordinance #2051. 44: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 45: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 46: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 47: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 48: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 49: In occupancies of Groups A, E, I and R -1 and dormitories in Group R -2, curtains, draperies, hangings and other decorative materials suspended from walls or ceilings shall be flame resistant in accordance with NFPA 701 or be noncombustible. Where required to be flame resistant, decorative materials shall be tested by an approved agency and pass Test 1, as described in NFPA 701, or such materials shall be noncombustible. Reports of test results shall be prepared in accordance with NFPA 701 and furnished to the fire code official upon request. (IFC 805.1, 805.2) 50: New and existing buildings shall have approved address numbers, building numbers or approved building identification 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) 51: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 52: Contact The Tukwila Fire Prevention_ Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 53: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 54: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 55: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 56: Contractor shall notify Public Works Project Inspector Mr. Dave Stuckle at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. doc: Cond -10/06 D10 -159 Printed: 09 -09 -2010 • • City of Tukwila G�2 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.tulcwila.wa.us 57: Pay prior to issuance of this permit, a Traffic Concurrency Test Fee in the amount of $4,288.32. 58: Pay prior to issuance of this permit a Transportaion Impact Fee in the amount of $45,667.08. 59: Any material spilled onto any street shall be cleaned up immediately. 60: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 61: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 62: The Land Altering Permit Fee is based upon an estimated 25 cubic yards of cut and 2 cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 63: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. * *continued on next page ** doc: Cond -10/06 D10 -159 Printed: 09 -09 -2010 • • City of Tukwila OyDepartment of Community Development C 6300 Southcenter Boulevard, Suite #100 4. J t Tukwila, Washington 98188 Phone:206 -431 -3670 Fax: 206 - 431 -3665 Web site: htqx//www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and 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 construction or the performance of work. Signature: Print Name: Date: ordinances governing or local laws regulating doc: Cond -10/06 D10 -159 Printed: 09 -09 -2010 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 hltp://www.cilukwilawa.us Site Address: Tenant Name: Building Permit No. 010-- tcl Mechanical Permit No. Plumbing /Gas Permit No. Public Works Permit No. Project No. (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** King Co Assessor's Tax No.: t9 7e) S o $0 CeH f ✓. Puit,t'-w t7 1,1 k; jGINC {vleiC &J f Property Owners Name: %( fit(; S a L. v St hi, e wf LL. C 12.719 ti It; 11' 4 5 L . ; .e 1e3/i Mailing Address: 35Z504 -9 /23 Suite Number: Floor: New Tenant: Yes ❑ .. No 130?e IA 614, City State Sg76S Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Name: Iis)/ G2e Mailing Address: t' 0 9 pp p� b )( O n S 63 Kiy_9 g h'iot, al -cj1 *rad;o E -Mail Address: C'urp, Ca Day Telephone: (2) 6 7 3,1 6 . t 73 . -eit -f f (e. \AI/9 ( a City / / State Zi Fax Number: (' to b) 763 6 l G GENERAL CONTRACTOR INFORMATION (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Mailing Address: Contact Person: Motet. rvt, C— y S. 1D. ar;s ti5 L E -Mail Address: ��i1t,t(& WOO 6t'rl7ti�u(C :t,�Lur��. Contractor Registration Number: A'i (; ry Ai ,. % C. u L) 0L. S City Day Telephone: Fax Number: Expiration Date: 1 State Zip (2076 ARCHITECT OF RECORD - All plans, must be wet stamped by Architect of Record Company Name: Mailing Address: Contact Person: I 114. t" S� '1 i J ty _— E -Mail Address: 5C014 (am. , Vida 07S City State " Yp Day Telephone: 4 �) 7 V ci - 1 Iv ` - Fax.Number: ) £7 I- 0 iJ J 3 ENGINEER OF RECORD - All plant must be wet stamped by Engineer of Record Company Name: Mailing Address: Contact Person: Z' )1' V J' E -Mail Address: C: .0 vt^ cC C) H: 1Applications \Forms•Applications On Line \2009 Applications11 -2009 - Pe t Application. doc Revised: 1.2009 bh City State Zip Day Telephone: (`-t-'l ) Z 6 Fax Number: Las 6 7 / u U —lt Page 1 of 6 BUILDING PERMIT INFORM. :ION - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ 2 _5v, Existing Building Valuation: $ Scope of Work (please provide detailed information): ,1 >r rT ,� .,f„� . 6: ��lrt f y�y-� l_ x �)o Tly,,,, z) �l;<t-i ■�.2 i1 Ott t,�•rr2. ttne � f ug cti,t1+k.f -e 6b44 iP u,. 7 i 0-er w ,flnw .e p C� "' 3) lfl t a q i-E'-44 e ?)--e te,. a-141:1 P V , (p S 3 ) Will there be new rack storage? ❑ Yes 0.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: N 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: Will there be a change in use? ❑ Yes [ No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: Sprinklers [ Automatic Fire Alarm handicap: (� _I itk . ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes [2( No If `yes', attach list of materials and storage locations on a separate 8 -1 /2 "x II" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H: 1Applications\Forms- Applications On Line \2009 Applications \1 -2009 - Permit Application.doc Revised: 1 -2009 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of ` Construction per IBC Type of Occupancy per IBC 1St Floor L ;2-3 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: N 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: Will there be a change in use? ❑ Yes [ No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: Sprinklers [ Automatic Fire Alarm handicap: (� _I itk . ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes [2( No If `yes', attach list of materials and storage locations on a separate 8 -1 /2 "x II" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H: 1Applications\Forms- Applications On Line \2009 Applications \1 -2009 - Permit Application.doc Revised: 1 -2009 bh Page 2 of 6 -lAr. . .. • PUBLIC WORKS PERMIT INFORMATION - 206- 433 -0.179 . Scope of Work (please provide detailed information): Call before you Dig: 1- 800 - 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District .Tukwila ❑ ... Water District #125 ❑ ...Water Availability Provided Sewer District Q...Tukwila ❑ ...Sewer Use Certificate ❑ .. Highline ❑ ...Valley View ❑ .. Renton ❑ ... Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: N * ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way ❑ Non Right -of -way ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ - ❑ . ❑ - ❑ . 0 ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑...Hold Harmless — (ROW) ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage . Abandon Septic Tank . Curb Cut . Pavement Cut . Looped Fire Line ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size .. ❑ ...Water Only Meter Size ❑...Sewer Main Extension Public ❑...Water Main Extension Public ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding WO # WO# WO # ❑...Deduct Water Meter Size Private ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Line ❑...Water ❑...Sewer Monthly Service Billing to: Name: Number of Public Fire Hydrant(s) ❑...Sewage Treatment Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:\Applications\Forms- Applications On Line \2009 Applications \1.2009 - Permit Application.doc Revised: 1 -2009 bh Page 3 of 6 MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: City State zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Mechanical work (contractor's bid price): $ Scope of Work (please provide detailed information): Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New .... ❑ Replacement .... ❑ Fuel Type: Electric ❑ Gas ....0 Other: Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty Unit Type:. Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace >100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 15 -30 HP /1,000,000 BTU Suspended /Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM Incinerator — Comm/Ind H: Applicationslfonns- Applications On Line \20O9 Applications\I -2009 - Permit Applieation.doc Revised' 1.2009 bh Page 4 of 6 PLUMBING AND GAS PIPING fERMIT INFORMATION - 206 - 431 -x670 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: (*L. 12 0 Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Building Use (per Int'I Building Code): Occupancy (per Int'I Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and /or gas piping outlets being installed and the quantity below: Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower Bidet Clothes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain Drinking fountain or water cooler (per head) Food -waste grinder, commercial Floor Drain Shower, single head trap Lavatory Wash fountain Receptor, indirect waste Sinks Urinals Water Closet Building sewer and each trailer park sewer Rain water system — per drain (inside building) Water heater and /or vent Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity) Grease interceptor for commercial kitchen ( >750 gallon capacity) Repair or alteration of water piping and /or water treatment equipment Repair or alteration of drainage or vent piping Medical gas piping system serving 1 -5 inlets /outlets for a specific gas Each additional medical gas inlets /outlets greater than 5 Backflow protective device other than atmospheric -type vacuum breakers 2 inch (51 mm) diameter or smaller Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Each lawn sprinkler system on any one meter including backflow protection devices Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1 -5) Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Gas piping outlets H:\Applications\Porms- Applications On- Line\2009 Applications \I -2009 Permit Application :doc Revised: 1 -2009 bh Page 5 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: 7-3 ---� � �� Date: C" 15 20 I ,% Day Telephone: (Z0(-0 3q 6 317? eCtrtA kri/ i 6/ X / ii rf Print Name: Mailing Address: K./11 9 L J?, . it9( fo 1 3 City State Zip Date Application Accepted: Date Application Expires: Staff Initials: H: Applications\Forms- Applications On Line\2009 Applications\1-2009 - Permit Application. doc Revised, 1 -2009 bh Page 6 of 6 • • BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME LA. eJr PERMIT# '(o — t Sy (C� 1 -795o Sew- r��.�.t�. P,v W So„,g If you do not provide contractor bids or an engineer's estimate with your pee mil application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization ;°6 0 Erosion prevention t �a o Water /Sewer /Surface Water 4�nno�,oeO /Z„oeo Road /Parking /Access Z 0 0 0 A. Total Improvements il$c do° 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. CIS b C. 2.0% of amount over $100,000, but less than S200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B +C +D) j ti 3 i �`"► $ 645- 0.0.. (4) $250(1) 5. Enter total excavation volume Enter total fill volume 25 2 cubic yards cubic yards Use the following table to estimate the grading plan review and permit fee. volumes. QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 — 100 $23.50 101 — 1,000 $37.00 1,001 — 10,000 $49.25 10,001 — 100,000 $49.25 for I" 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1" 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for I" 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review and Permit Fees TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1+4+5) $ 268700f The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application /plan and 2) a follow -up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Last Revised Jan. 2009 INCOMPLETE LTR# RECEIVED JUL 07 2010 PERMIT CENTER BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B +C +D) $ 7. Pavement Mitigation Fee $ /O (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the p Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20 -15 (100 %) $10.00 15 -10 (75 %) $7.50 10 -7 (50 %) $5.00 7 -5 (33 %) $3.30 5 -2 (25 %) $2.50 2 -1 (10 %) $1.00 0 -1 $0.00 N( 4 8. GRADING Permit Review Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. $ A/6 (8) QUANTITY IN CUBIC YARDS RATE 5O&) ` $23.50 $37.00 51 -100 101 — 1,000 $37.00 for 1" 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 — 10,000 $194.50 for 1" 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 — 100,000 $325.00 for the 1s' 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1$' 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. Approved 09.25.02 Last Revised Jan. 2009 2 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 9. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) >'B.. d-Oontrofirdn -e ($50) �� �� C. Water Meter — Permanent* t ,ityifi,J G — (z- .boj . D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin A1 Total A through E $ 0.00 (9) 10. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) B. Allentown Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) $ D. Allentown/Foster Point 2 Water (Ordinance 2177) $ E. Allentown /Foster Point 2 Sewer (Ordinance 2177) $ F. Special Connection (TMC Title 14) $ G. Duwamish H. Transportation Mitigation (,r;..,,) — $ 1. Other Fees $ Total A through G $ 0.00 (10) 44 ("rgAHic 4 ,4ag,,�c ( -at( rU t.4j Clo .- 014 ) ('(.�, �. ) DUE WHEN PERMIT IS ISSUED (6 +7 +8 +9 +10) $ '1 ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $60.00 per inspection. ��;; WATER METER FEE / Permanent and Water Only Meters % Size (inches) Inst . + tion Cascade water Alliance RCFC 01.01.2009 - 12.31.2009 /'Total Fee 0.75 $600 $6,005 ,- $6,605 1 $1100 $15,1 -.50 $16,112.50 1.5 $2400 0,025 $32,425 2 $2800 . 8,040 $50,840 3 $4400 $96,i 0 $100,480 4 $7800 $150,12 $157,925 6 $ -10 $300,250 $312,750 Approved 09.25.02 Last Revised Jan. 2009 emporary 1\1e ter 0.75" I $300 2.5" $1,000 3 i¢f /b Clear Form 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.tulcwila.wa.us Parcel No.: 3523049123 Address: Suite No: Applicant: MIZUKI JAPANESE BUFFET 17950 SOUTHCENTER PY TUKW RECEIPT • Permit Number: Status: Applied Date: Issue Date: D10 -159 ISSUED 06/17/2010 09/09/2010 Receipt No.: Initials: User ID: Payee: R11 -00763 WER 1655 Payment Amount: $63.00 Payment Date: 04/20/2011 10:37 AM Balance: $0.00 JOHN WAH TRANSACTION LIST: Type Method Descriptio Amount Payment Cash Authorization No. 63.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 Total: $63.00 63.00 doc: Receiot -06 Printed: 04 -20 -2011 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: ht0x//www.ci.tulcwila.wa.us Parcel No.: 3523049123 Address: Suite No: Applicant: MIZUKI JAPANESE BUFFET 17950 SOUTHCENTER PY TUKW RECEIPT Permit Number: Status: Applied Date: Issue Date: D10 -159 ISSUED 06/17/2010 09/09/2010 Receipt No.: Initials: User ID: Payee: R11 -00064 JEM 1165 Payment Amount: $63.00 Payment Date: 01/12/2011 03:34 PM Balance: $0.00 MUZUKI CORPORATION TRANSACTION LIST: Type Method Descriptio Amount Payment Check Authorization No. ACCOUNT ITEM LIST: Description 1088 63.00 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 Total: $63.00 63.00 doc: Receiot -06 Printed: 01 -12 -2011 Parcel No.: Address: Suite No: Applicant: t • 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 3523049123 17950 SOUTHCENTER PY TUKW MIZUKI JAPANESE BUFFET RECEIPT Permit Number: Status: Applied Date: Issue Date: D10 -159 ISSUED 06/17/2010 09/09/2010 Receipt No.: R10 -02477 Initials: User ID: JEM 1165 Payment Amount: $126.00 Payment Date: 12/10/2010 12:13 PM Balance: $0.00 Payee: MUZUKI CORPOR.ATION DBA MIZUKI BUFFETT TRANSACTION LIST: Type Method Descriptio Amount Payment Check Authorization No. 1066 126.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 Total: $126.00 126.00 doc: Receiot -06 Printed: 12 -10 -2010 Parcel No.: Address: Suite No: Applicant: • 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 3523049123 17950 SOUTHCENTER PY TUKW MIZUKI JAPANESE BUFFET RECEIPT ** Permit Number: Status: Applied Date: Issue Date: D10 -159 ISSUED 06/17/2010 09/09/2010 Receipt No.: R10 -02234 Initials: User ID: JEM 1165 Payment Amount: $63.00 Payment Date: 11/04/2010 10:58 AM Balance: $0.00 Payee: MUZUKI CORPORATION TRANSACTION LIST: Type Method Descriptio Amount Payment Check Authorization No. 1031 63.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 Total: $63.00 63.00 doc: Receiot -06 Printed: 11 -04 -2010 • • 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. tukwi la. wa. us RECEIPT Parcel No.: 3523049123 Permit Number: D10-159 Address: 17950 SOUTHCENTER PY TURIN* Status: APPROVED Suite No: Applied Date: 06/17/2010 Applicant: MIZUKI JAPANESE BUFFET Issue Date: Receipt No.: R10 -01785 Initials: User ID: WER 1655 Payment Amount: $49,554.48 Payment Date: 09/09/2010 10:52 AM Balance: $0.00 Payee: MIZUKI CORPORATION TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1015 49,554.48 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES PW BASE APPLICATION FEE PW LAND ALT PERMIT FEE PW PERMIT /INSPECTION FEE PW PLAN REVIEW STATE BUILDING SURCHARGE TRAFFIC MITIGATION FEES 000.322.100 000.322.100 000.342.400 000.342.400 000.345.830 640.237.114 104.367.120 2,709.40 250.00 23.50 450.00 450.00 4.50 45,667.08 Total: $49,554.48 pY TENT RECEIVED doc: Receiot -06 Printed: 09 -09 -2010 CCity 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: /fwww.ci.tukwila.wa.us RECEIPT • Parcel No.: 3523049123 Permit Number: D10-159 Address: 17950 SOUTHCENTER PY TUKW Status: PENDING Suite No: Applied Date: 06/17/2010 Applicant: MIZUKI JAPANESE BUFFET Issue Date: Receipt No.: R10 -01091 Initials: User ID: Payee: JEM 1165 Payment Amount: $1,761.11 Payment Date: 06/17/2010 04:12 PM Balance: $2,713.90 MONARCH TRADING CORPORATION TRANSACTION LIST: Type Method Descriptio Amount Payment Check 058830 1,761.11 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 1,761.11 Total: $1,761.11 PAYMENT RECEIVED doc: Receiot -06 Printed: 06 -17 -2010 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project:_, , ,- I ' rfP..4 Type of Inspection: r F; /J �] A L /4 I �i.f''1 Address: _ Date Called: Special Instructions: Date Wanted: — ^r`a.m, �j (�' r"T X2_1 --(/ P.m. Requester: i Phone No 2C3- 3(S -/3kr Approved per applicable codes. Corrections required prior to approval. COMMENTS: :)14 Inspector Date n REI • ECTION FE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY' OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Pro ct: Type of Inspection: Address: _ 1 f150 s� �, f- Date Called: �_ Special Instructions: : e ��4' . vvt, --� - At II c VLGu A..L.( I ddl f—' 0oo P r e , 1 0 4 4 : . , J „ « 9004921-S- Date Wanted: i - 21.1 I a.m. � a.m: die fO 2700, 2. re m4:4 u,nld(ei 0ur,'Act viz Lie Aey Requester: 1 l� Ate-` ft) uA ,Rr :OA (*Ili A46,10Ari.=,4 Phone No 1 2 5 3 -31 — ) rot: .5,e . A-a A S: d ?, I on' f 2 l3J Approved per applicable codes. El Corrections required prior to approval. COMMEN i : � . el )4 e d„ A1..'t 4 L )iL+ • f,,v f Q Tit e�T - CSM Ir P J -4;/ Oa oui f air Allt:1■111LEILLE1' 1r ay 111:44/ oe' 4 F--,'r✓ 1" r" el- frv•L -c -- 4- i r 6.1.e-1 di l; li 7'- re-17- r7 t T f-ni die fO 2700, 2. re m4:4 u,nld(ei 0ur,'Act viz Lie Aey pro v - 2 0 a( .SL, ems• Ai 1 l� Ate-` ft) uA ,Rr :OA (*Ili A46,10Ari.=,4 _S.)sf eec rot: .5,e . A-a A S: d ?, I on' f 2 l3J Eil'6 _...-----, ci 7. Insaector: DateA ( 1 n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. O :�p21. :72Pr: ;yc.. .. �•W • • ' `T!'b'F :. r ,•.t - T� ... - .�L __iy: -r INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 INSPECTION RECORD Retain a copy with permit D10 — � PERMIT NO. C A /' Pr t:. j/� Typ of Inspection: Ad;17f- n SC. i 4 Date Coed: • O ` 1 �t f tl (� U e $p ci I Instructions: Date Wanted: •�'� a.mf jec � spe p.m. /� r i _Requester: I , a 1/ ak-� �t�0c7�C ,.D , , f Phone No: 11 - - /in nn- A �— Approved per applicable codes. orrections required prior to approval. COMMENTS• f °y ,Jee_, Sp&41_ 1r . f a /'r7 F,`al hL e ex �e r S. T ,0 A P A1•e.e_6 L 0 S/-t ak s'J lrt D/1 A-1 ( re(, cP - JAA() ice_ JiTeu 4 6n 22u/AS. JP �P.� 0z LL4 �.r- I 0 44 A sf A`l i t J Approved per applicable codes. orrections required prior to approval. COMMENTS• f °y ,Jee_, Sp&41_ 1r . f a /'r7 F,`al hL e ex �e r S. T ,0 A P A1•e.e_6 L 0 S/-t ak s'J lrt D/1 A-1 ( re(, cP - JAA() ice_ JiTeu 4 6n 22u/AS. JP �P.� 0z LL4 �.r- I 0 44 A sf A`l i t J Date: i r I �L ❑ REINSPECTION FEE REG RED.• Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. edi t • 555 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION INSPECTION RECORD Retain a copy with permit D10-151 PERMIT NO. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 POI t ,r,A � � Type of I n: (�J .`. . Address: —74150 S .0 . P Date Called �� e'_' 6 Special Injstr ctions: (Q , (�jeQ (,( 1 r% cox., L �� Date Wante / � .rn,, Req este : f iti Phone o: 3■ - In to ' -3 ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: — FrIAlf d — rl iv.le d . - 7-{ ether f iz r di,/ S+c•n,v1Ar i , S4 rc a# rrcet-iad F thet led . " F%Aked - f�14Id ---Fmetleii eu) Inspector: ps Date: Li t.:.1 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: 1,0 SSS INSPECTION RECORD Retain a copy with permit .INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Dlo -151 Project:., y p� n i l 1.41. -.1 �Jtafe Type of Inspection: • aSS 15 U — &r e.. f•z(C j.-F- ction_ Address: rill S-0 s.c. Pkvi Date Called: a Ian{ << Crnm 4'ii GTE in 4e- retch Special Instructions: Date Wanted: 1 g�. i li a.l ., m� Requester: 5o e.l -" 1B -- L047_,- t -{IS1 r I5- 04rn confistem Phone No: a S - bti t-1S re. ' itio-I . Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: — &r e.. f•z(C j.-F- ction_ ftAe_ u e)sf- s d �� 0 p r t lJ14e. ot r ��AA. t/� •i. _ 6144 Crnm 4'ii GTE in 4e- retch enclosure -!-t G- -41._ '1% Aso_ picked tArktap___:- i_: o fie: field eva-- se :94 4 - ._ _ _ fin. _ ill OA-S: 4e_ J -" 1B -- L047_,- t -{IS1 r I5- 04rn confistem Po" dt'p. i i 40 beickcili . Aieeot a S - bti t-1S re. ' itio-I . Inspector: -Ds Date: alaaltl REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be • paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection: 6 ,. es INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd:, #100, Tukwila. WA 98188 - (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Pr a t: IV 17_w k, g7eX Type onspection: r.- . '✓l 6 Address: r / Date Called: Special Instructions: . ate Wanted: 2 _ Q .mom " (/ p.m. Requester: PhoeN:- 3 1,323. 1. • (Approved per applicable codes. Corrections required prior to approval. COMMENTS: - linsp ctor: - Dater t (1 ri REINSPECTION'PEE REQUIRED.-'rior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. r. •l •+ee 'T•+au7 r• —. .. ••..; a . .. • • .,••:l: 6, V "AK.i's". ice..: • MI,. 76. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION RECORD Retain a copy with permit Jil0 -ge? PERMIT NO. Project: Type of Insp ctio Address: / %d° Sc co Date Called: d!ky/iJ Special Instructions: e -e il Date Wanted: a O/ /asla/ Requester: S4 ^Heil Phone No: a53- /3if Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: PAL. CGn UV) - S; +£ • CG»14ltc4 -d W-11'1 (Cl/ Inspector: Date: l /yet it ❑ $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: „..-- 1- N9PECTION RECORD Retain a copy with permit 47 /0 _" /69 , INSPECTI N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION d 6300 Southcenter Blvd., 1100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Reques Line (206) 431 -2451 Project: 14/7 / 2 2 /A/2- ,_74. ),o 'co Type of Inspection: o_7 9OM .Afic Address:\ ,/ ? 90' o %ToAk "- Date Called: P Special Instructions: _ Date Wanted: A,� I_ -2/ —/1 Requester: • Phone No: S 5 --- Rr5_ ,39,6 E1Approved per applicable codes. Corrections required prior to approval. COMMENTS: A ./A- J R NSPECTION FEE REQUI ED. Prio to next inspection, fee must bed . id at 6300 Southcenter Bl ... Suite 100. Call to schedule reinspection: x- •^anc`•; y!•*+102.•..ti.ed •arew • -.rr.w . vow eir 1. ,.^+-� gm, '• • Yr ^ •,w. 'sL•�% "'s1 E er.22 INSPECTION RECORD Retain a copy with permit 1N;SPECTIO N0. PERMIT NO. CI Y OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100,.Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: iiLLgr OAPAJJESE Type of Inspection: - rtt.404WC. Address: 119 .5'0 4Ait kv Pt/ Date Called: Special Instructions: . -. • ... Date Wanted: -1 2 -2, gi -1 b - P.m. Requester: Phone No: .X..5 7.-a r5 -13 elr°, Approved per applicable codes. Corrections required prior to•approval. COMMENTS: CDc_A-.As, ' .ti Sur_ 1 • e,e • r7 REINSPECTION FE�`REQUIRED. . for to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 1,00. ;Call to schedule reinspection. 4 • rx INSPEC ON NO. INSPECTION RECORD Retain a copy with permit Dal —157 PERMIT NO. -• CITY OF.TUKWILA BUILDING DIVISION 6300 Southcenter Blvd:, #100, Tukwila. WA 98188 ] . (206) 431 =3670 Permit Inspection Request Line (206) 431 -2451 �•— Projecti_ t OU 1/14. �l Type Fis�tLit , A & Address:. 5 � � � 1/ ?AT. Date Called: Special Instructions: '"" . 0451432 . _ p Date Wanted: r �.�a:rly ' -1 J `%� p.m. Requester: phone ...N% — 315 -taw EiApproved per applicable codes. El Corrections required prior to approval. fd UP o 4 -, COMMENTS: y „ 4 it4341 -r -- // _ Avg--- nspe4tor: Date: I Z-- ` tr* n REINSPECTION FEERQUIRED •9 ti9rj o next inspection, fee must be paid at 6300 Sfouthcenigt Blvd.4uite 100. Call to schedule reinspection. asig h.EViltV=44p ,q•@ypr -e- ' R: Nerr.g .•• S Yp- ...mewl •w --. •s4.'. *P.n . red•' aY.vr "Irc :^-... ••.i+1.1' k• INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 GA1 Pr 'e t: Type o spection: i Address:w ° Date Called: IrJ L rA,L,‘ %TiD s ra Jfe -5 PAJ Special Instructions: / 0 (rq�i( q 0e-cAi t .] i;�^' 6" " 7 t)Ostly ` '1 bate Wanted: - to Requester: tp. nil Ph a No: cat —0(083' Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1 _ d) 1 We (0 PArc` . i `7 J d1 t. u f ! rcc' D )11-r Wit IrJ L rA,L,‘ %TiD s ra Jfe -i "ern :i"Li S '° de- ie & ce" r * iii 42.__ d Air-lf.. ` r- e t.-/Y1-1 i -1-," 1 kr- .I.-1) S tNr a crofre _ -t-cc g e,1 e 1 ` 1)JD vFy tp. nil .e :I Pia 64-al- For ) Th 8 t ove..,5- 01 nOrJ2--M a Al r)) Ain /-2) iry ftebout _ r 4A .A4 d p {fit,! -- r REINSPE ION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. `. #= 44,x..•.: , .. _ • , . . . .py - 1.04t T,q. �q w . . . a sy'•h .. • •• . 46:F41.4.t4S .�lr �,.' A.b INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd:, #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 2X__c/ti bt o - (5q Project: Type of nspe�ct�ionn: Address: ('1'i d _SC 1461 Date Calle Specia Instructions: / Date Wanted: ! O - (3 ! 40 �((`✓ Requester: Phone No: one N -. (, --0.543 `►N l�j Approved per applicable codes. Corrections required prior to approval. COMMENTS: ti Inspeg'Eor: Date �► ---(3-1D n REINSPECTION FEE REQUIRED. Prior to next inspection; fee must be paid at 6300. Southcenter Blvd.. Suite 100. Call to schedule reinspection. • r qr -rr.. -rug. •;? War.. `y. •- ••■•;vrwsze. .00 • INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS) CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: _ i Zik, 3, 4ruese � TypeoInspe�tion: *1-e N,14441 i1- Address: i -715-0 Suite #: • c.QA.tic i Con act Person: r -L.e. Special Instructions: . .} Monitor: Phone N6.: %- 356.31%_3 pproved per applicable codes. Corrections required prior to approval. COMMENTS: o Needs Shift Inspection: > fv,,., 6")..._ �± Sprinklers: y Fire Alarm: 5 . Li P .,t) Hood & Duct: Monitor: AO' Pre -Fire: cN Permits: `piAr ' ,; Occupancy Type: Inspector: fv,,., 6")..._ �± r Date: Vigo/ ' ! Hrs.: . Li P .,t) ur5' $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: 1 Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 7 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 1)1I - P1It - /4? Id - s- X41 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: - MI k, 434_ 14:1' Type of Inspection: se -c'iv_ w- 7 /h vim, Address: / 713---o Suite #: S . C . ekwy Cont ct Person: 4` Special Instructions: r Phone No.: . ° }_ Approved per applicable codes. Corrections required prior to approval. COMMENTS: -r 4. Sprinklers: _ Fire Alarm: 1 4` Hood & Duct: Monitor: . ° }_ Pre -Fire: %, C /Vtiv -e. vA c 614.d d alev�o S. -�Zn • -1" h b-e-e A) � i ..A 4 j ++ D . Dad* »d42 t (e1064-1- -rp 1AA A -I G I r s 5 A 1/201 t 3. c b eJ0LS ti-iv 34 b e Pr 0,1 f -,Ss ►1-,e. �. SV ' . � A) At— — o� 1J /hJ, C_ 51\A-1.0 -tad- Oa g 4IvAc- Ua,- Needs Shift Inspection: -r 4. Sprinklers: _ Fire Alarm: 1 4` Hood & Duct: Monitor: . ° }_ Pre -Fire: Permits: A' .. Occupancy Type: Inspector: S3-a- - Date: 4/26/i / Hrs.: 1 $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 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit ,v - i.s? !2 /0_ -/t,9 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 Project: /'r1; 2,01 ; Type of Inspection: ' !rAe";¢ / /E!/ i /t1. Sprinklers: Address: /79 1--(7 Suite #: 06' ele Contact Person: Hood & Duct: Special Instructions: fell ,QI . Phone No.: t "proved per applicable codes. Corrections required prior to approval. COMMENTS: u y iiiebi Sprinklers: Fire Alarm: ` . Hood & Duct: Monitor: fell ,QI . • Pre -Fire: ./?) i'ielt-c , /e44 g7e' f 41-=.1 , oev,,,,Avis , qii qh • ' r r " .1iy Avik Needs ShiftInspection: u y iiiebi Sprinklers: Fire Alarm: ` . Hood & Duct: Monitor: • Pre -Fire: Permits: ..,. Occupancy Wp,4i Inspector: y11J3 Date: y iiiebi Hrs.: f ..t' $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 s INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit DIO - /SY 10- s- ZV PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: yn ; Z u IC ; 13 k .C.c.c. I-- Type of Inspection: 5o.- ,- lek, , el. ,/ /ri e ei.' ..1 Address: J-7/,0) Suite #: 5 c P ti r" Contact Person: Ras✓ Special Instructions: Occupancy Type: Phone No.: l5J- G79— `1751 Approved per applicable codes. [1'orrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: _ Permits: Occupancy Type: 1 (!) 4 pa 4., Droe 6,1,,, el he A (L 4v 411 e. 6 %e1, ) bi -11-/. 014,.,1 Fi,,,,,,� 4LA4- wn,ea< . .,9r, -#0 Add -e0 - Val 1...6,1 -.O 1,' / , eft / e....- .5" 4 e) Y v1 Ca it --a _ . .5z. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: _ Permits: Occupancy Type: Inspector: fr-14.S?1- Date: Li/% // /) Hrs.: /. y- • A $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from he 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 ti y INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: p1 i 2u ie i Sprinklers: Fire Alarm: Type of Inspection: . )iris(!( •/Naad/ •4- Address: /7 9 50 Suite #: i C A.e 4-JY. Permits: Contact Person: ir,4ft•z Special Instructions: • Phone No.: 253 - 3. ,r- Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: . C,,""4:11" s "' 1 /l .x 4iic i , 'Ai b. le v. ,7 e� -6, - .1i.e. ic/t.01.. . 64144,ils v) �``I�t� 2 Odd 18" S41,r14.- -e k..I Gas 34d✓c. CJeGff,c 2t71 , Pre -Fire: Permits: Occupancy Type: 3. PL,,fF rs-F- all. , `I) HeaR iti ..1 re r 9 dr. -.,: t � &a.s SA 1-- 0.Fr af. vii, J,, . �, YY1,4?1CA u 1 ju // p,fC . 7 S #U ,)(C. "r( .4 /APrvn P/C `4,1 ®y of i Odt V /o. V►'lozdnh•rli /' ,01•'01ti.i-ihei Oi< /'. WC1oQ,' 41, aG -%o -e 1 41/ 1,l / l'11 .oar( .nom ytL • Need s Shift Inspect ion: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: . im S3 Date: (JAW)) Hrs.: /, s— • f the City of Tukwila Finance Department. Call to schedule a reinspection. T.▪ F.D. Form F.P. 113 $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from Word /Inspection Record Form.Doc 1/13/06 3 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit % D/0— ,Sy PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: p') / Z LA 1c),' Type of Inspection: i , :rte r',cI Address: / 7 9 SO s c Ate.. wY Suite #: Contact Person: 4itt<< Special Instructions: . Phone No.: a2s3 -3 ) s- /Y37 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: . 0 4/1 Car/ ec.4`.' 41 N o 71-tGt 447 119�/ L✓t -, / Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: linic3 Date: yi/ ff /// Hrs.: / II $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from t City of Tukwila Finance Department. CaII to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 3 INSPECTION NUMBER NSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA_FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: 01 ► z.U. k i Ir. k -C-C f.:1- Sprinklers: Type of Inspection: S P Address: /--7i, 5-8 5. C . Suite #: v0,C tir y Contact Person: Special Instructions: Occupancy Type: 3 - 4 Du, r rw•e, arQUnJe) SP p' 4S 50a1 —tb roc.-7/ Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood &. Duct: 1, erOUrdG pe.4.alkce. ileA elS ca 2 "ta k) / E ._-, rhI e) - 00PC:(0-ea)c, `rest off► APR .',!kl -ar- cys-f -elm Occupancy Type: 3 - 4 Du, r rw•e, arQUnJe) SP p' 4S 50a1 —tb roc.-7/ A/A / /,S' Needs Shift Inspection: Sprinklers: Fire Alarm: Hood &. Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: „ , a- Date: 31 a q/ /) Hrs.: $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 • INSPECTION NUMBER %,1 INS ?ECTION IECORD Retain a -copy with permit )d - 151 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: ; L� K + /� � � ffef „, Typ��o�f Inspection: i d Address: j -7/5— Suite #: S �% Contact Person: Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 1 4 b )4- fS1Yotae N u r 4- s— h., /04) JaG k p4✓2,.fec a- a v. g- v...Md • (.044.--- r. N /s 6 r LA g. ( /P, Crow.. S14-e e l 3 . N-etJ 4N! A X tb e 1. 4. Ro_S coxe. 012.3 'tf jorL/ fmiu emikc. 5 • "Te S i- PSI! 7toc-oxe-r Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: c-i S-.. Date: 3/2,0/# Hrs.: L. $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 3 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit pi0 -I /(6- s PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 Project: Utz (A k; ' " g k C. -e.� Type of Inspection: SP Co t) -er Address: 1-7 4 S 0 Suite #: t .. p ict Contact Person: . Special Instructions: Pre -Fire: Phone No.: .Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: 5 a-- Monitor: Pre -Fire: r.. Permits: Occupancy Type: O K - —r"o COO &r C Le.. co ,Q. �'N kat N Sip 1-1-2A d s .C1 'A/ _ • Needs Shift Inspection: .-. Sprinklers: Fire Alarm: Hood & Duct: 5 a-- Monitor: Pre -Fire: r.. Permits: Occupancy Type: Inspector: t Date: P/ 9/ II Hrs.: 5 a-- $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 INSPECTION NUMBER INSPECTION RECORD Retain a copyrwith permit /0- ?Y? biv- tc--7 . PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 Project: Z u 04, Sprinklers: 4 4 Type of Inspection: 5 P Co u_ki' Address: 1-79 5 p Suite #: S. t . 1'tc L.-, Contact Person: Special Instructions: I .. thl) MU 1 4- ,'pie_ s1 Phone No.: Approved per applicable codes. czto rrections required prior to approval. COMMENTS: Sprinklers: cD-- Fire Alarm: Hood & Duct: - Monitor: Pre -Fire: • . I .. thl) MU 1 4- ,'pie_ s1 f t s - t - O K, fct ej OA4 ,C• A.,), A„7,,e- u.1-1,_ TO ,('a.o,rj fovwt (E4-5 3 . `C11,5 ►2 oo.e. o N) w, tr --°- r,t...0,... -.. S V � ,.) 1 P. vie u • R •Js.12( A 'mac cor o VS-12.r . • Needs Shift Inspection: Sprinklers: cD-- Fire Alarm: Hood & Duct: - Monitor: Pre -Fire: • . Permits: Occupancy Type: Inspector: FM cD-- Date: //31/ 1 I Hrs.: 1 $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION RECORD Retain a copy with permit /O -$ Dom... TA' '•''°' .1- INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT i.\/ 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: (1i 1 2,u k 1 ieU 4lc Type of Inspection: sin rotJ-e Address: / s-0 Suite #: s . . Contact Person: Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. g._Corrections required prior to approval. COMMENTS: Pr cm! v w s 1Drk c,r 4 % '.'!' Add all le, /A, ;rr e) S' e.s�, r }b F. bL re sri, -dir - tit A /1 %r,4wc.j %1,vto5' Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: iti cie,L,t c cam- Date: ///21N Hrs.: n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City:of Tukwila Finance •Department. Call toaschedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 APR -20 -2011 11:53A FROM: K1L T0:2064313665 P.1 CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION 12919 N.E. 126TH PLACE KIRKLAND. WASHINGTON 98034 February 28, 2011 Cert No. 1011 -37 City of Tukwila Building Department 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 Attention: Dave Larson Reference: 1VTizuki Buffet 17950 S Permit No. KIRKLAND: (426) 823 -9800 SEATTLE: (208) 525 -8700 FAX: (42b) 823 -2203 EVERETT: (425) 269 .0817 RECEIVED APR 21 20111 COMMUNtTv DEVELOPMENT Dear Mr. Larson: This is to advise you that the following inspections were completed per our reports for the above referenced project and permit. Please see the previously sent reports for actual details of the inspections performed. 1. Reinforced masonry 2. Epoxy installation 3. Roof attachments All inspections, only as inspected and reported, conformed to Tukwila Building and Land Development approved plans, specifications, UBC/IBC and related codes and/or verbal or written instructions from the Engineer of Record. Our last report is dated 02 -25 -11 and is number 137878. Respectfully, CASCADE TESTING LABORATORY, INC. Michele J. Guerrini President •iR� - L �rc;r .\i v 4.' ;'� �' -$ CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION 13 7 3 7 PREVIOUS I— 17 73 12919 N.E. 126TH PLACE REPORT No. 1 J L/ ..1 No. KIRKLAND, WASHINGTON 98034 (425) 823 -9800 EVERETT (425) 259 -0817 ;-�p���y DATE 1�NLi!'Y FEB Z5) zo1 I CERT. NO. 10 t 1>37 FIELD REPORT PROJECT Wait(' 5017-7E1- LOCATION TO• M\ZUK 13‘. V-A tl W \K.i ATIE3E PSt1FFET 17/50 UTI -SC N \ EKI ?\ WX IleZb 5, 3Z.k W2D1 BLDG. PERMIT NO. D\O 159 OWNER WEATHER ri num' TEMP. AM @ PM D \WI WPC, Cr 8 00.5 _ RECEIVED ENGINEER czODDY NDLVEN 20111 MAR 0 2 ATTN ARCHITECT COMMU4dITY DEVELOPMENT CONTRACTOR (2) Y INSPECTION PERFORMED 11 LATERAL WOOD — RESTEEUCONCRETE — RESTEELONLY — RESTER/MASONRY STR.ST/WELDING — EPDXY — STR.ST /BOLTING OTHER (3) ITEMS INSPECTED — FOUNDATIONS FOOTINGS _ SLAB _ _ AUGER CAST PILES _ COLUMNS — DRILLED PIERS — WALLS — BEAMS — (4) (AREAS) JUMPSV SCDF E IZLLlCZ, FOV NOT C,c Y t V. I (5) CONCRETE/MASONRY MIX NO. ' DESIGN STRENGTH (f'c) SUPPLIER TOTAL CU. YD. PLACED SLUMP (INCHES) SPECIMENS CAST AIR CONTENT ( %) CYLINDER REPORT NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS YES NO ❑ NU \ k. ?D _cif REMARKS: COCA= NOTED D-L.% PS OY1=. FeS2, Lir5Aot . E/,1..ki 1 l .. S 7ht `(i U1VA\Bl . TD VR:37.1 1 / . "1 . TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL, WITH- OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. REVISED 3/09 INSPECTOR(S), NAME(S) PRINTED OEN `U7 O!"1L050N INSPECTOR SIGNATURE SIGNED BY COPIES TO t/%11"( 10 L CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION 12919 N.E. 126TH PLACE KIRKLAND.WASHINGTON 98034 EVERETT COMPRESSION REPORT �j��ED 59 -0817 X25 CLIENT: \11Ov1.4 (GL' 1 rk.A ;„n OD /34n4.1 ADDRESS: 'J 9 S ) P t'; ,1 S i CITY, STATE, ZIP: S F A-144 t � A) Q , Jai ATTN. SOURCE/SUPPLIER FS�) 11'), %r :Net 4.1 Pei CEMENT TYPE: Gry ✓t SET / OF) CUBICYARDS PLACED OF Sampled as pere4STM C -172 ,i1 ■ x d TRUCK # TICKET NO. MIX NO. j, TIME SLUMP %AIR UNITWT.,SF 1 YIELD �' TEMPERATURE CONC. AIR ASTM C -143 ASTM C -231 SET OF CUBICYARDS PLACED TRUCK # TICKET NO. ASTM C -138 OF ASTM C -138 ASTM C -1064 Sampled as per ASTM C -172 MIX NO. TIME SLUMP %AIR UNITWT.,SF YIELD TEMPERATURE WEATHER r I D LA- TEMP @ A.M. P.M. ENGINEER 1 ARCHITECT CONTRACTOR CONC. AIR ASTM C -143 ASTM C -231 ASTM C -138 ASTM C -138 ASTM C -1064 SEE FIELD REPORT NO. /SIyO REPORT NO. 64327 DATE 4-.ish V a .^ 1 oQ.ii o:/ CERT. NO. /811- 32 ,PROJECT � _ ,,/ ski 1.0 LOCATION O fso soo�i- �,c.c:: k: 3I v J. C_; -LA -hi /4) BLDG. PERMIT NO. .. A, OWNER WEATHER r I D LA- TEMP @ A.M. P.M. ENGINEER 1 ARCHITECT CONTRACTOR ACTUAL BATCH WEIGHTS FOR CY CEMENT FLY ASH C.AGG. C.AGG. FINE AGG. WATER Pr - AO k4 try rout TOTAL ADMIX I ADMIX. 2 ADMIX.3 ACTUAL BATCH WEIGHTS FOR CY CEMENT FLY ASH C.AGG. C.AGG. FINE AGG. WATER TOTAL OZ. ADMIX I OZ ADMIX.2 OZ ADMIX 3 OZ. OZ. OZ. SAMPLE NUMBER DATE MADE DATE TESTED AGE DAYS Cirai 604 �IZE AREA SQ. IN. TOTAL LOAD STRENGTH, P. S. I. TYPE BREAK* 5EY18 J o? - y/ t 2i 9 3.256 3.3s to.$9 s��6o 53no 3 58y9 z -ZI ads 3,2k662� ro.�3 �gz90 6szo 1 s$S° Z -Z I o7 6 3623 � 0 ,3y ? i "7 "7 d 69Yo Z 5B51 )-,74- j, z -z1 3.Z� x3.W x�.� to.N6 71130 6goo 3 O -C -3I cast/cure Xi-C -617 sulfur cap O - C 1231 pad cap Q - *C -39 cylinder O - *C -42 cores 'C -1019 cmu grout 0 *C -109 cubes Cascade Testing Equipment Identification: Stump Cone CSLC000 /i) Thermometer CCTHDOO /0 Air Meter CCOA 100 — O - CC000001 X - CC000002 INITIAL CURE TEMP.: HIGH /LOW or 131.4IQITIAL CURING TEMP, NOT RECORDED PER 10.1.2 PLACEMENT AREA & NOTES Pre A tic Al f, CP af5 wka.c en y I rp , . /- h ^1r7,%t LG r. c. c� 4, kr\CA;� r. .‘0‘) kf.s. DESIGN STRENGTH 6r OU TEST RESULTS APPLY ONE TO THE ITEMS HEREIN TESTED.THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL.WITHOUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. REVISED 12/07 INSPECTOR(S), NAME(S) PRINTED INSPECTOR SIGNATURE SIGNED BY l�ie►1 Mot �'`i�lFv ✓� .ter A,,EA COPIESTO• %'t 16-1 T 2 -, *2...-17 CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION 12919 N.E. 1 KIRKLANR 034 February 28, 2011 Cert No. 1011 -37 MAR 0 2 2011 1 COMMUNITY DEVELOPMENT City of Tukwila Building Department 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 Attention: Dave Larson Reference: Mizuki Buffet 17950 Southcenter Parkway Permit No. D10 -159 Dear Mr. Larson: KIRKLAND: (425) 823 -9800 SEATTLE: (206) 525 -6700 FAX: (425) 823 -2203 EVERETT: (425) 259 =0817 This is to advise you that the following inspections were completed per our reports for the above referenced project and permit. Please see the previously sent reports for actual details of the inspections performed. 1. Reinforced masonry 2. Epoxy installation 3. Roof attachments All inspections, only as inspected and reported, conformed to Tukwila Building and Land Development approved plans, specifications, UBC /IBC and related codes and/or verbal or written instructions from the Engineer of Record. Our last report is dated 02 -25 -11 and is number 137878. Respectfully, CASCADE TESTING LABORATORY, INC. Michele J. Guerrini President CLIENT: ADDRESS: CITY, STATE, ZIP: CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION 12919 N.E. 126TH PLACE KIRKLAND,WASHINGTON 98034 EVERETT (425) 823 -9800 (425) 259 -0817 COMPRESSION REPORT RECEIVED FEB 1:6 2�i1 C/ O A444 n< /4 Ze S . 324 ATTN. lL,w %, ∎:i(/4 g an SOURCE/SUPPLIER CEMENT TYPE. SET OF CUBIC YARDS PLACED OF Sampled as per ASTM C -172 TRUCK TICKET NO. MIX NO TIME /030 SLUMP F.-249.r...., 4-6 %AIR s T. UNIT WT., YIELD TEMPERATURE SJ 47 . CONC. AIR ASTM C -143 ASTM C -231 ASTM C -138 SET OF CUBIC YARDS PLACED OF TRUCK # TICKET NO. MIX NO. ASTM C -138 ASTM C -1064 Sampled as per ASTM C -172 TIME SLUMP %AIR UNIT WT.,SF YIELD TEMPERATURE TOTAL LOAD LOCATION / 7 S�� J O& i -He c'' —/ TYPE BREAK* Pie `7 - o2-°3 -11 CONC. AIR ASTM C -143 ASTM C -231 ASTM C -138 ASTM C -138 ASTM C -1064 SEE FIELD REPORT NO. /3/273 NO. 68708 DATE 72 -4,3 - // DATE MADE CERT. NO. /v/ / -37 AGE DAYS PROJECT , 1; z a /L, fJ zi %- i- L_7 TOTAL LOAD LOCATION / 7 S�� J O& i -He c'' —/ TYPE BREAK* Pie `7 - o2-°3 -11 i € BLDG. PERMIT NO D /C'- /S 1 3'X 6.'7 " OWNER -7-1(,,,,, > 4.4, WEATHER o v c�-s; ---5-9 ` 2— TEMP °@ A.M. R.M. ENGINEER ARCHITECT /VOZ i-1✓ ---3-- 3 g CONTRACTOR 3 -3 2g ACTUAL BATCH WEIGHTS FOR CY CEMENT FLY ASH C.AGG. C.AGG. FINE AGG. WATER TOTAL ADMIX I ADMIX 2 ADMIX. 3 ACTUAL BATCH WEIGHTS FOR CY CEMENT FLY ASH C.AGG. C.AGG. FINE AGG. WATER TOTAL OZ. ADMIX. 1 OZ ADMIX2 OZ. ADMIX 3 OZ. OZ OZ SAMPLE NUMBER DATE MADE DATE TESTED AGE DAYS SIZE AREA SQ. IN. TOTAL LOAD STRENGTH, P. S. I. TYPE BREAK* . 59 37 o2-°3 -11 Z - to 7 3'X 6.'7 " 1 o , 24 Si 58o S 13O .3 ---5-9 ` 2— z ---3-- 3 g 5939 3 -3 2g 59ti0 3-3 2g A -C -31 cast/cure O -C -617 sulfur cap C -1231 pad cap pl. *C -39 cylinder O - *C -42 cores O - *C -1019 cmu grout O *C -109 cubes Cascade Testing Equipment Identification: Stump Cone CSLC000 t ( Thermometer CCTHD00 ‘+ Air Meter CCOA100 CC000002 INITIAL CURE TEMP.: HIGH /LOW or M INITIAL CURING TEMP NOT RECORDED PER 10.1.2 PLACEMENT AREA & NOTES I- + - Z �'Z C'c' z/ `"' 4 // co u z 5 a- DESIGN STRENGTH Zdoc;' 6 ao a-7 Lf 5 z-2) - N X11 —UL fc A �i "�A' -•* R G s . .5: 6; n/ ; X te pn /L 7 4-00Ls-6 A-1VA X'cD ow' 5; TEST RESULTS APPLY ONE TO THE ITEMS HEREINTESTED.THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL.WITHOUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. REVISED 12/07 INSPECTOR(S), NAME(S) PRINTED INSPECTOR SIGNATURE SIGNED BY /�,�/t -s i .c�r�. k i� A- •V �v COPIESTO• Ih , i'L/ T- 4i CASCADE TESTING LABORATORY. INC. TESTING & INSPECTION 12919 N.E. 126TH PLACE KIRKLAND. WASHINGTON 98034 (025) 823 -9900 EVERETTj9 -081 7 FIELD REPO �,� cEg O 9 Zdii1 TO: /1 /APGN 77 d4D /NfY COMPAA/Y 440.0"A NT 9 .18 -1217N 0X2/5 _STREET-- 3FA 77 P } . TR /cts ATTN: THE FOLLOWING WAS NOTED: PREVIOUS REPORT No. atsfr 61456 No. DATE ifierWEN2dY T_ SEai a4gr Zol t PROJECT MJzZL/K /$U/ P Er CERT. NO. /01/ S7 LOCATION / 79:50 .JY/UON Y E KyD 77Jr l /LA BLDG. PERMIT NO. Pia -I S9 OWNER WEATHER TEMP. AT AT AM PM ENGINEER ODY .J At9L7PAl ARCHITECT CONTRACTOR CAzOL/ WALL ,Vz .7h/ ELEYA77ON — ?E • S --0"1/7".42/-Ai CE: _RE7,E -3'7.cYS2 CGY/, LA/D • ,&ND EFA41 atIZE/ I// 72 A& EP7 z- it/. 4 AMIE PEE s• /, Er 31% X/ Cav71474E CQ777Jgt4 7A WEE 400 DUOS 77, RW4tt ThE f4vo eaykt PSIN lam 77c4icar z7 'PER. i u/44.1. L e'YEd7l if 7mszefbe AV7E — MU, EMI! HE/Gp4/J-lGIV7ZV II oil ST'ILEYAWDN 44'P Yk TP.115'.G77,2/ I=Fie .141/.5 ASE .D.d Tan/A777V A$ W d/ / F /fVA77l 1 O I.a/A 141.9 .t1BO/EZar/v th eeyr NO tY ii/1W774' 0F8 = o /YrMVO W dr42.. R 3 /rey/ 5037- ae i'J- ND7E ,20' 744/ 3/2EmD y /toff . C1,2 . 77 /N /or12744(, 77MEZUT !/ sce,s4e, TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITH- OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. REVISED 1/02 INSPECTOR(S), NAME(S) PRINTE � ` �Otl= +NiL{1/C/ J1 . INSPECTOR SIGNATUR SIGNED BY COPIES TO: –2r- ./.4"; 1�\Y °''f " °' CASCADE TESTING LABORATORY, INC. 131273 TESTING & INSPECTION PREVIOUS N.E. PLACE REPORT No. No KIRKL WASHINGTON KIRKLAND, WASHINGTON 98034 9800 EVERETT RS 9 -o8n ��� DATE 0 z -n3- // r CERT. NO. roii^ 37 FIELD REPORT S 0 s "Vi 1 �pH►1�N1� i Z1 ?UrtET ® 1' ®PNIeNY Ta PROJECT �t ; Z �1 i-; .8 [1 � - -, T S viL� ea--", %�� f i� 7 — • ,1,�� y44p,4- v 5 E ,�� ,-oz- T BLDG. PERMIT NO. i) ,� - /5-7 OWNER �u /C u, 2 L 4 /4Z6 S . 324 5; . WEATHER avz- �'2..c.� -�; TEMP. AM 47° @ ©3oM •g/i 1 ka!4- g r c.9.-.. 3 ENGINEER ^ /OL. a T/ ATTN: ARCHITECT CONTRACTOR (2) INSPECTION PERFORMED _ LATERAL WOOD — RESTEEUCONCRETE — RESTEEL ONLY X RESTEEUMASONRY — STR.ST/WELDING — EPDXY — STR.ST /BOLTING OTHER (3) ITEMS INSPECTED — FOUNDATIONS FOOTINGS _ SLAB _ _ AUGER CAST PILES _ COLUMNS — DRILLED PIERS - WALLS BEAMS — — LOCATION (AREAS) s" C�J w �/ - o? C.o!/ Z S g j' --k S - T • X z`v • 2 (5) CONCRETE/MASONRY MIX NO. /4-4/ 11-21-L /`"4'' - DESIGN STRENGTH (f'c) 2 v o ' SUPPLIER Dom; Gi /v et.^ 'X TOTAL CU. YD. PLACED La-3S 7* A s' 1 SLUMP (INCHES) % Lo''v,' 3 i SPECIMENS CAST 1 G P--e) 'r /3 x AIR CONTENT ( %) CYLINDER REPORT NO. CO g 742 8 YES _ NO _ ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS REMARKS: "1-1) i3 EA- / Z # S / I , pl., /Ay) 51:12;(--,--3 ' 2 4 y 30 " cL F A-Mc ,- i'i7 ->,p 2L7 5 g r . 33 5 •- >'v /2ia A ii-V?Z % p l• 4 G . CiZv x OiV s ; % - w .4 ,� e.,/t/ / 7 g-s) li' / p .4-e e----2) P.7 `7 TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL, WITH- OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. REVISED 12.07 INSPECTOR(S), NAME(S) PRINTED /Z/2• 5 INSPECTOR SIGNATURE SIGNED BY11&" 1111 4•11, COPIES TO:r i ✓� CLIENT: ADDRESS. CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION 12919 N.E. I26TH PLACE KIRKLAND,WASHINGTON 98034 EVERETT (425) 823 -9800 RECEIVE :17 COMPRESSION REPORT FEB 0 3 20111 COMMUNITY 111 u .A.4f—a; 1 rA.A ;,A 1 (F6 fP)157 99 S. :)pr;.s CITY, STATE, ZIP: Fik-A- 4t1 )G`, ATTN. SOURCE/SUPPLIER FS,ly, /)' x CEMENT TYPE. Gr :�1 PVi �f 1y SET IOF) TRUCK # CUBIC YARDS PLACED OF Sampled as perASTM C -172 )C6d TICKET NO. MIX NO. 0A., ' fh TIME SLUMP %AIR UNITWT.,SF YIELD ?TEMPERATURE Ia., v i! h . D — ' CONC. AIR ASTM C -143 ASTM C -231 SET OF TRUCK # ASTM C -138 CUBIC YARDS PLACED OF TICKET NO. ASTM C -138 ASTM C -1064 Sampled as per ASTM C -172 MIX NO. TIME SLUMP %AIR UNIT WT., SF YIELD TEMPERATURE CONC. AIR ASTM C -143 ASTM C -231 ASTM C -138 ASTM C -138 ASTM C -1064 J. SEE FIELD REPORT NO. / .3)y'7 NO. 64327 DATE TA.Kv A CERT.NO. o74'''C` Oil /0i /' 3 % 3 PROJECT !17 2Vk, kl Iv(- fZ4 LOCATION i 9S17 ,O04- 4Gt..CIT 6i ,A. C' F'W,t BLDG. PERMIT NO. OWNER i'i0 -p.9 WEATHER TEMP @ A.M. r)00a4 P.M. ENGINEER 1 <pel Ai \I , Nollli., ARCHITECT CONTRACTOR ACTUAL BATCH WEIGHTS FOR CY CEMENT FLY ASH /° C.AGG. C.AGG. FINE AGG. WATER TOTAL ACTUAL BATCH WEIGHTS FOR CY CEMENT FLY ASH C.AGG. C.AGG. FINE AGG. WATER TOTAL ADMIX .1 OZ. ADMIX I ADMIX 2 OZ. ADMIX 2 ADMIX.3 OZ ADMIX 3 OZ. OZ. OZ SAMPLE D DATE D DATE A AGE 6 6°'�IZE A AREA T ASTM C -143 ASTM C -231 SET OF TRUCK # ASTM C -138 CUBIC YARDS PLACED OF TICKET NO. ASTM C -138 ASTM C -1064 Sampled as per ASTM C -172 MIX NO. TIME SLUMP %AIR UNIT WT., SF YIELD TEMPERATURE CONC. AIR ASTM C -143 ASTM C -231 ASTM C -138 ASTM C -138 ASTM C -1064 J. SEE FIELD REPORT NO. / .3)y'7 NO. 64327 DATE TA.Kv A CERT.NO. o74'''C` Oil /0i /' 3 % 3 PROJECT !17 2Vk, kl Iv(- fZ4 LOCATION i 9S17 ,O04- 4Gt..CIT 6i ,A. C' F'W,t BLDG. PERMIT NO. OWNER i'i0 -p.9 WEATHER TEMP @ A.M. r)00a4 P.M. ENGINEER 1 <pel Ai \I , Nollli., ARCHITECT CONTRACTOR ACTUAL BATCH WEIGHTS FOR CY CEMENT FLY ASH /° C.AGG. C.AGG. FINE AGG. WATER TOTAL ACTUAL BATCH WEIGHTS FOR CY CEMENT FLY ASH C.AGG. C.AGG. FINE AGG. WATER TOTAL ADMIX .1 OZ. ADMIX I ADMIX 2 OZ. ADMIX 2 ADMIX.3 OZ ADMIX 3 OZ. OZ. OZ SAMPLE D DATE D DATE A AGE 6 6°'�IZE A AREA T TOTAL S STRENGTH, T TYPE 5$�-t8 I I`o? - - // t ASTM C -143 ASTM C -231 ASTM C -138 ASTM C -138 ASTM C -1064 J. SEE FIELD REPORT NO. / .3)y'7 NO. 64327 DATE TA.Kv A CERT.NO. o74'''C` Oil /0i /' 3 % 3 PROJECT !17 2Vk, kl Iv(- fZ4 LOCATION i 9S17 ,O04- 4Gt..CIT 6i ,A. C' F'W,t BLDG. PERMIT NO. OWNER i'i0 -p.9 WEATHER TEMP @ A.M. r)00a4 P.M. ENGINEER 1 <pel Ai \I , Nollli., ARCHITECT CONTRACTOR ACTUAL BATCH WEIGHTS FOR CY CEMENT FLY ASH /° C.AGG. C.AGG. FINE AGG. WATER TOTAL ACTUAL BATCH WEIGHTS FOR CY CEMENT FLY ASH C.AGG. C.AGG. FINE AGG. WATER TOTAL ADMIX .1 OZ. ADMIX I ADMIX 2 OZ. ADMIX 2 ADMIX.3 OZ ADMIX 3 OZ. OZ. OZ SAMPLE D DATE D DATE A AGE 6 6°'�IZE A AREA T TOTAL S STRENGTH, T TYPE 5$�-t8 I I`o? - - // t t 3i x ACTUAL BATCH WEIGHTS FOR CY CEMENT FLY ASH /° C.AGG. C.AGG. FINE AGG. WATER TOTAL ACTUAL BATCH WEIGHTS FOR CY CEMENT FLY ASH C.AGG. C.AGG. FINE AGG. WATER TOTAL ADMIX .1 OZ. ADMIX I ADMIX 2 OZ. ADMIX 2 ADMIX.3 OZ ADMIX 3 OZ. OZ. OZ SAMPLE D DATE D DATE A AGE 6 6°'�IZE A AREA T TOTAL S STRENGTH, T TYPE 5$�-t8 I I`o? - - // t t 3i x 3.z5 x 3.35 to•$9 5 5 ?-160 5 5300 5$y 9 2 2 -Z1 a a� 585 z z -z 1 07 g" 5E351 ) )- .)v- )1 z z -zl Q QS- . -C -3I casticure -C -6I7 sulfur cap O - C -1231 pad cap O - *C -39 cylinder 0 - *C -42 cores C -1019 cmu grout O *C -109 cubes Cascade Testing Equipment Identification: Stump Cone CSLC000 /!.) Thermometer CCTHDOO /0 Air Meter CCOAI00 °— O - CC00000I J - CC000002 DESIGN STRENGTH %root eOU INITIAL CURE TEMP: HIGH /LOW or 131,IIGITIAL CURING TEMP, NOT RECORDED PER 10.1.2 PLACEMENT AREA & NOTES PCf aC-cAl i d CA2PAr- - 014 r, k(1) 1,\&,„ vv■Gt.0 tom► t't7 kib I VA + X F. rl "LS 1 F 474 /DLit TEST RESULTS APPLY ONE TO THE ITEMS HEREIN TESTED.THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL.WITHOUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. REVISED 12/07 INSPECTOR(S), NAME(S) PRINTED INSPECTOR SIGNATURE SIGNED BY 1,V, 1 wlaA- 1'1 F�✓ COPIESTO• pi t J^i T •. s,..,,.,..�, _.,,,.r.., . CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION PREVIOUS f �) O 1314 0 4 12919 N.E. 126TH PLACE REPORT No. / 7 No. KIRKLAND, WASHINGTON 98034 , (425) 823 -9800 EVERETT '� 4� vLi� CERT. NO. i ®1 ® /I% FIELD REP ®RT JAN 312011OJECT im j 2_0 k; 60 ATION COMM �r0 TO: kN \OAk�(' c-1 �'Yn•u1�nr l�•fl�^r D o CL :, , O1Vd+. 1.rokua) 1 9 L S, 1ai,s 4St- BLDG T NO. ` io 'IS OWNER ,�/ S cC4�� -?r V)GsL. q£r)a'" WEATHER TEMP. @ AM ao PM 1 ENGINEER 4 Ro c\ Ah T, %tai JL ` ATTN: ARCHITECT CONTRACTOR (2) INSPECTION PERFORMED _ LATERAL WOOD _ RESTEEUCONCRETE _ RESTEEL ONLY ESTEEUMASONRY _ STR.ST/WELDING (3) ITEMS INSPECTED — FOUNDATIONS FOOTINGS _ SLAB _ _ AUGER CAST PILES _ COLUMNS — DRILLED PIERS -�- WALLS — BEAMS — EPDXY — STR.ST /BOLTING OTHER — (LOCATION (AREAS) I'J(IN S (D1)'r'',� E..S \.i d' \ V Q..►^�`l l� IAj et. 1 LS" ►r t3 V t' 4_ i EN � j CO A r.S E. Iv14 j ry GONOBBFEJMASONRY MIX NO. &8V i)t . DESIGN STRENGTH (f'c) A)PPt7 TOTAL CU. YD. PLACED SUPPLIER Ai ES i i vi r4) I �` 1'vi ∎'x f d 1 %.'1sf +F /�° SPECIMENS CAST �%1 ✓f7 E�]t PJ- %,Y SLUMP (INCHES) l` • D CYLINDER REPORT NO. I9 ti:. / 2 u AVIR�CONTENT (%) =YES _ NO _ ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS REMARKS: 041 r C.ivvl) Walk C (%11(g,f'Mn 6 £l 1 r1 -i. i 1_, 0,14 p C' o v t Ci I VLS / ova, + i M V � � r ti � C.� l ).s ka; `R rt L e t�,,, .J \ 0N, c� L u -r 1.) r g ro L) gfoOk- w ■)'Xi \ Ci \Si h (:.v,A e \ar[ca k `1 LVdc&:t- Crbvt i.JG. s pvF • 4 S i Wk " r1 ill ('�t TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL, WITH- OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. REVISED 12'07 INSPECTOR(S), NAME(S) PRINTED i l l \N\ Lc l:v INSPECTOR SIGNATURE ^ / � `-QE \ `GU e44 SIGNED BY \ CGPIES TO trn l -251 CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION 12919 N.E. 126TH PLACE KIRKLAND,WASHINGTON 98034 (425) 823 -9800 EVERETT (425) 259 -0817 COMPRESSION REPORT CLIENT. INN OvlCcJi.L, irCi�h 1 Cowl c" ^+� ADDRESS: 914 S; �D r; ,S St - S CITY, STATE, ZIP: F4; ,1 4-I t 1 A % , f SA ATTN: pt-i. G t..k C, ci £ c� SOURCE/SUPPLIER Z:,SI 57" PIA, X G`Ju ✓SC CEMENTTYPE: SET OF CUBIC YARDS PLACED OF Sampled as perASTM C -172 TRUCK # TICKET NO. MIX NO. (DGr 3 t LS fvvi✓ TIME SLUMP %AIR UNITWT.,SF YIELD TEMPERATURE WEATHER % I 0 0 cif TEMP @ AM. P.M. ENGINEER POCkAi s, 1\1D14e.1 ARCHITECT i CONC. AIR ,1 ASTM C -143 ASTM C -231 ASTM C -138 ASTM C -138 ASTM C -1064 SET OF CUBIC YARDS PLACED OF Sampled as perASTM C -172 TRUCK # TICKET NO. MIX NO. TIME SLUMP %AIR UNIT WT.,SF YIELD TEMPERATURE WEATHER % I 0 0 cif TEMP @ AM. P.M. ENGINEER POCkAi s, 1\1D14e.1 ARCHITECT CONTRACTOR CONC. AIR ASTM C -143 ASTM C -231 ASTM C -138 ASTM C -138 ASTM C -I SEE FIELD REPORT NO. 1 I ) NO. REPORT 69360 DATE O fee- ,.T,b t, CERT. PROJECT rn1; 2uk c;1) U. LOCATION MI5P &c'- (`j JkW: 1 Q) IlcrkI,,.'.".7 OWNER BL G. PERMIT NO. 0 i 0 1S ii WEATHER % I 0 0 cif TEMP @ AM. P.M. ENGINEER POCkAi s, 1\1D14e.1 ARCHITECT CONTRACTOR ACTUAL BATCH WEIGHTS FOR CY CEMENT FLY ASH C.AGG. C.AGG. FINE AGG. WATER TOTAL ADMIX I ADMIX. 2 ADMIX. 3 ACTUAL BATCH WEIGHTS FOR CY CEMENT FLY ASH C.AGG. C.AGG. FINE AGG. WATER TOTAL OZ. ADMIX 1 OZ. ADMIX2 OZ ADMIX. 3 OZ. OZ. OZ SAMPLE NUMBER DATE MADE DATE TESTED AGE DAYS C &.- iga,t SIZE AREA SQ. IN. TOTAL LOAD STRENGTH, P. S. I. TYPE BREAK* 5739 3.3o x x.28 Io 82 13760 5890 z 5711° 1-ZC 31X6.5 Z' 10.33 ck ilea 6830 i Shy I .,../ 1-7-6 3,2.6 x 3.3c, x6,� 1 .') 6 88 690 82.44c. 1 5 ?4z I a- 029-/P I -L. as 3`u 6,5 z9 10.69 87590 81l° z b -C -31 cast/cure AC -617 sulfur cap 0 - C -1231 pad cap 0 - *C -39 cylinder 0 - *C -42 cores l 'C -1019 cmu grout 0 *C -109 cubes Cascade Testing Equipment Identification: Slump Cone CSLC000 / V Thermometer CCTHD00la Air Meter CCOA 100 0 - CC000001 CC000002 INITIAL CURE TEMP.: HIGH /LOW or DESIGN STRENGTH a7D t) 1.) E.w rIAL CURING TEMP, NOT RECORDED PER 10.1.2 PLACEMENT AREA &NOTES PrEi0c.risAif cr C'74v:i k iMliJv vtrdi ci tT/ t?Z 1 w,'i i i.. rl CNN Si ' Ct v. a (� '` ill A.0 i. 1 n S r C D J:;SE ..s ©R- Cvn V Wli i is r r "x `. 'sric r a�1 GAn 47) .C.t c) 41 el Lt ?'i \ ill TEST RESULTS APPLY ONE TO THE ITEMS HEREIN TESTED.THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULLWITHOUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. REVISED 12/07 INSPECTOR(S), NAME(S) PRINTED INSPECTOR SIGNATURE SIGNED BY i Q� to .c -,c>4 COPIES TO. fr ` . P i7' ( -2 REMARKS: L .5 A cL 1 teg — AO U e -'- ( Q-e.5 fie\ (i Ar Lcsig J c_ . ) erAD s 1&I C:i'T,0 S-e\ � �� ( 1.A ,r— L.,M 1di . F ;.Ii,���.,� TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL, WITH- OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. REVISED 12/07 INSPECTOR(S), NAME - "INTER P-AG INSPECTOR SIGNATUR\ SIGNED BY COPIES TO' P."1 1 ti P oe .C1--L CASCADE TESTING LABORATORY, INC. - TESTING &INSPECTION PREVIOUS 131400 12919 N.E. 126TH PLACE REPORT No. No KIRKLAND, WASHINGTON 98034 (425) 823 -9800 EVERETT (425) 259 -0817 DATE R� `1 .Z61/1 CERT. NO. fort- .3 -7 FIELD REPORT T 4 TO: P10 PI c_L 1 -A04)5 C.Or^- eAw►.-1 PROJECT ,zI-Ik; 1314 SS e.4- LOCATION lr p'7"wj I (I- 119 SO _St�c,"1 L(leN�e� f t 9.- {LLDAi n / 1 `Iiia s boR;s sr BLDG -- = .!o -151 OWNER t CIA p REcEp � ^ j J SG'M+ 2 LOA. " n 1 Z7 I 0O WEATHER TEMP. @ AM PM �1 I Jp ql U 7 2011 ! ENGINEER • .- 1 Dr�E1LOPNfry SENT ATTN: ARCHITECT \ CONTRACTOR (2) INSPECTION PERFORMED _ LATERAL WOOD _ RESTEEUCONCRETE _ RESTEEL ONLY RESTEEUMASONRY _ STR.ST/WELDING — EPDXY — STR.ST /BOLTING p Vile- "Neket-- (3) ITEMS INSPECTED — FOUNDATIONS FOOTINGS _ SLAB _ _ AUGER CAST PILES _ COLUMNS — DRILLED PIERS — WALLS CAvt r,)% 11_5 _ BEAMS —OTHER (4) LOCATION (AREAS) Ad A ■ T N b "� Are' h�= c1 0‹9 ‘3,,C‘00.1 'a ,S (5) CONCRETEIMASONRY MIX NO. DESIGN STRENGTH (f'c) SUPPLIER TOTAL CU. YD. PLACED SLUMP (INCHES) / SPECIMENS CYLINDER REPORT NO AIR CONT o) _YES NO _ ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS REMARKS: L .5 A cL 1 teg — AO U e -'- ( Q-e.5 fie\ (i Ar Lcsig J c_ . ) erAD s 1&I C:i'T,0 S-e\ � �� ( 1.A ,r— L.,M 1di . F ;.Ii,���.,� TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL, WITH- OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. REVISED 12/07 INSPECTOR(S), NAME - "INTER P-AG INSPECTOR SIGNATUR\ SIGNED BY COPIES TO' P."1 1 ti P oe .C1--L T CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION 12919 N.E. 126TH PLACE KIRKLAND,WASHINGTON 98034 EVERETT COMPRESSION REPORT (425) 823 -9800 (425) 259 -0817 CLIENT: YM, PA a V el 17-r-t, i 4...- r 0 KA id i1 � ADDRESS. 9 41 a S: ZD r 3 St - CITY, STATE, ZIP: S Fil+44 k 1 \A) , 9 210 ATTN. TA- g_ t1a‘.k4 1 E SOURCE/SUPPLIER Esi 1 P Y \ + C A ✓3 E CEMENT TYPE: SEE FIELD REPORT NO. i i i �� NO. REPORT 6 9 3 6 0 DATED t v a SYk ;)cp, i.) CERT.NO. I pii - 3 %AIR ,- > PROJECT (YI ; 21) ki '!& i' 4. t LOCATION Cj Vklv; /1) 1 '% 95 8 S nkid- , r, E:N r- 164 -c k L.ti z BL G. PERMIT NO. U10—iS? OWNER i STRENGTH, P. S. I. WEATHER �/�� i y l� 1 to i� c'�:.i TEMP @ A.M. P.M. ENGINEER ?oAc- a., MD1ATn .3° x 3.2s 10.82. ARCHITECT I S 81 z CONTRACTOR .1 -z6 ACTUAL BATCH WEIGHTS FOR CY SET 1 OF ' CUBICYARDS PLACED OF Sampled as per ASTM C -172 MIX NO. (per 3 E G.ratit FLY ASH C.AGG. CEMENT TRUCK # `—"' TICKET NO. TIME 9 Iii SLUMP 6�,�, %AIR ,- UNITWT.,SF „' YIELD — TEMPERATURE R CONC. AIR ( i ASTM C -143 ASTM C -231 SET OF TRUCK # ASTM C -138 ASTM C -138 CUBIC YARDS PLACED OF TICKET NO. ASTM C -1064 Sampled as per ASTM C -172 MIX NO. TIME SLUMP %AIR UNIT WT.,SF YIELD TEMPERATURE TOTAL LOAD STRENGTH, P. S. I. TYPE BREAK* 5'139 CONC. AIR ASTM C -143 ASTM C -231 ASTM C -138 ASTM C -138 ASTM C -1064 C.AGG. FINE AGG. WATER TOTAL ADMIX. I ADMIX. 2 ADMIX. 3 ACTUAL BATCH WEIGHTS FOR CY CEMENT FLY ASH C.AGG. C.AGG. FINE AGG. WATER TOTAL OZ. ADMIX.I OZ ADMIX. 2 OZ. ADMIX. 3 oz OZ OZ SAMPLE NUMBER DATE MADE DATE TESTED AGE DAYS Gns■t >33aA SIZE AREA SQ. IN. TOTAL LOAD STRENGTH, P. S. I. TYPE BREAK* 5'139 .3° x 3.2s 10.82. 6316° S 81 z 5 7 Li O .1 -z6 Shy I evv I-i6 5?L.)2 1 d- .29-/o 1 -L6, g -C -31 cast/cure AC -617 sulfur cap O - C -1231 pad cap O - *C -39 cylinder O - *C -42 cores L *C -1019 cmu grout O *C -109 cubes Cascade Testing Equipment Identification: Slump Cone CSLC000 / ?Thermometer CCTHDOOJO Air Meter CCOAI00 i7 - CC000001 CC000002 INITIAL CURE TEMP.: HIGH /LOW or 13.41111-1AL CURING TEMP, NOT RECORDED PER 10.1.2 PLACEMENT AREA & NOTES ?rF1Qc.ek'41 i` cl. ti S >• C.D va i .s i►^i ` �sCA�S Aga", c,i IN DESIGN STRENGTH 4=2 © z) J L74 v- int\ GLc.11% vo r1 (i v t)Z W1 1 iZ• t ri r !W. 5) 11-_ <y4 t, t� o Cw, V IA, 4, 11,5 9i7Y Z -,c `TF.l7Ii ir- a� d LM TL) TEST RESULTS APPLY ONE TO THE ITEMS HEREINTESTED.THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL.WITHOUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. REVISED 12/07 INSPECTOR(S), NAME(S) PRINTED INSPECTOR SIGNATURE SIGNED BY I cc �. jJ cam' et- )4 COPIES TO: r TAP 176 CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION 12919 N.E. 126TH PLACE KIRKLAND.WASHINGTON 98034 EVERETT (425) 259 -0817 FIELD REPORt °U 2 9 2010 (425) 82a-9800 TO: O rt a c (i 1 a G; (A41 63.11.1.10 a.,,, t7 qL S. ioris c,4„44-1. f r IA) 4, c 1 O 8- T ATTN: THE FOLLOWING WAS NOTED: PREVIOUS REPORT No. No 60923 DATEN0v4,,h. 6. ` a ed .Qo/ P CERT.NO. /PI/ • .3.7 , PROJECT m;20kJ 130 cc.6.-i LOCATION '' pp C 9'uk cam, ( 4) 1'195 O S00"4- 11Ccnh� PQrr)6 (7�� BLDG. PERMIT NO. T) /0 -JS5 9 OWNER WEATHER ] L C 64r TEMP. AT AM AT PM ENGINEER D t , Ay ( ^► R.OcL r L, .. /yp 1 I ARCHITECT CONTRACTOR C V W all CID 1cr 14 l ir. e F. 1 4 E r b c‘, A h d 1/ -.~ upr, a ` v a l awel ers ` C c3 co vrs i s 04- w& l i r-' ra c_ito r 17 Vn t Coors. L a U € & b UI Cl 1 d � .�, a . 1 /Sy. x' "o V— ,'vist. cI w. CO O'S s � c��,�s 1 1 131,Arrvi r ftr)sD 1 E,( Yv�C.401 h �7 �i L� m r 4.1E 1J t(r d-; c -ALS �) E v ! W); LS, n (A C 41 ice. C �,, (4-- L1/4) c)1.S 0'N'1 S;46, D "H 'SD D �LJ � � • .�.v\ r ti►\.(: 0 l..lU\r� �Y 6+ -[i�'D r G� C INl G ✓( ✓! >r tT ✓ (1 r " k O r (',p vhs j , g o htA j C.A7 r C. e_CritY41 v 7 V J n. L' WI,O\A rm r Li (1 a c E vyn E ':: COI/NAVA. (4" �7 o L 4744 let 1A) r, Co re caws ��,�� F,r Q LCOK , TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITH- OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. REVISED 1/02 INSPECTOR(S). NAME(S) PRINTED INSPECTOR SIGNATURE SIGNED B� COPIES TO: Al / 744- //4 f\vt 1/e, --Trfe^e)e DID— 4 e;ccjio t-\.6t),f1/1 _r")>C, do„ C3Trua-ufAi--) 3 u - t 4.13.1.14.1/2"11.4,4{- tti tifil/VtAtV4 C*4_11 - -,'' ', gg�� ''''':IS :,,,,,.:?a h,� ,41 r,.:, i�! , >u >i1 CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION PREVIOUS (! 9 12919 N.E. 126TH PLACE REPORT N0. 47O / -3 N0. 1312 4 5 KIRKLAND, WASHINGTON 98034 (425) 823 -9800 EVERETT (425) 259 -0817 yy DATE j7 i C C :-1 \7 L r R9 , aPiD CERT. NO. /vii- 3,7 RECEIVED FIELD REPORT 'JAN 03 20`11►/Y1szv�;'1 COMMUNITY TO: A �. �i ►�., .. :- �.r_,_•• .r PROJECT �3v"� -� LOCATION c— �, uk 1a1 1° 7�5a i1�- Q,c�:, r 1�Rrbcti,��1y 9'-i R' S . a v--;,..s S . BLDG. PERMIT NO. `b lo ° 1 s OWNER ` , 99WsEAiTHER cS EA4+1,f �)4, a)0 l 1/7L)a, TEMP. AM @ PM ( ENGINEER RD 4, a. z . NI n1 ,L-, ATTN. ARCHITECT CONTRACTOR (2) INSPECTION PERFORMED _ LATERAL WOOD — RESTEEUCONCRETE _ RESTEEL ONLY • JESTEEUMASONRY _ STR.ST/WELDING (3) ITEMS INSPECTED — FOUNDATIONS FOOTINGS _ SLAB _ _ AUGER CAST PILES _ COLUMNS — DRILLED PIERS = WALLS — EPDXY — STR.ST /BOLTING OTHER BEAMS — (LOCATION (AREAS) G V. Y % 0 r Girt %) I.t) 411.5 `4 a A, or, LbC.0 �� • n q 6d L)-1) L'd� •tdi 1 (6441 ( % rS f 1.04& / LN, A !o e& wt, ti) V •r S f.) l (5) Ef MASONRY- 0 NO. Ir E. f0 Lifer ¶ f DESIGN STRENGTH (f'c) r O p a / SUPPLIER A E. S I ' f7 i�'1. x Cot.r S [ i £ &Yr lOi TOTAL CU. YD. PLACED SLUMP (INCHES) Si-•; P- SPECIMENS CAST (I) 6 ,-f7 ill0 AIR CONTENT ( %) CYLINDER REPORT NO. IP / 3 % D 10"..CES _ NO _ ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS REMARKS: '1 E 4- 16 \'EU i P L. Y F P +�, LP c 7 sa 3., dC. '1 C/� � � d '3 % L'..- r F,. t gay- C 1' Y- 1� C. { 4 AO cam, viw, AD EA CI' 1 ))1 F ,I\-5 rg.vi:.s t c d E.. .. I I&&).i a A4 .,C ► a'', _ to t t to.pn21Le a 3--/ C, . (Al 1D. - R • JP . 4`' c., 'Os 1A.:1 \4.I v t:c c_k, I ,i , 1 LA, J , c-e, i.vi a• \DAiskit . i3IN, ‘ei ct c, "1/4.,,. ‘,,a Cc .S (i t,.s d 41 LS coy, 44 on ra L% ,S- TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL, WITH- OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. REVISED 12/07 INSPECTOR(S), NAME(S) PRINTED S3 1 \ ` `T Ty1 + INSPECTOR SIGNATURE �j� `�a{, -'ct5-4., SIGNED BY COPIES TO: /4 /z/i0 CASCADE TESTING LABORATORY. INC. TESTING & INSPECTION / ENGINEERS 12919 N.E. 126TH PLACE p�y� C EIV ) 823 -9800 KIRKLAN C,,WASHINGTON 96p�1� EVERETT �� ii (425) 259 -0817 FIELD REPQITO 5 2011 astar TO: 1 1 > v-A �� V i 4) Co v ix "t-Y07 SE4 41 ) ATTN: THE FOLLOWING WAS NOTED: PREVIOUS REPORT No. 53476 No. DATE Tzz hv(T,f-y 31'd , R Oj/ CERT.NO. / 0 i i- r3 9 PROJECT ;2UI -5 13 0X LOCATION CTVk W 1'/41 1'7 9 5' P So t s- &h l Pc ek.6•1 7 BLDG. PERMIT NO. OWNER WEATHER C., tali TEMP. AT AM AT PM ENGINEER ` ARCHITECT • CONTRACTOR Pn7r -Sc.I.E,c1o1 slvx-re6c4---/-;wV. 0`rc r t4 C v kA2 C1 is ccvr � �G1a►� �-r7 €. ,,; or- u 4. DI S () � G - V h `E'� 1 VfArI Ca) Y�� 4- D h V.1 ,,S ie‘ f id/4 CAZ. '1,-1 <scorn Lf,11 toi“ 'r'Okaasr, E.-Nu ov.s ; . I SD Soon al 1.n4 Q-► a c.dD r \'\A. £ h v c.-e,11,5 . or, i i 4 &- r ; r ti, e Of tiV;-) rt 1 Ck, CX,v1. E rt/IA g-0 V off- `� \'� i. r r J� � � � � V � T V �ii � l� �i t% G 1n � r G'1- � V h 0 r' (6 AA" E-PC -h ru F. r enl ■ n f E v- A b T. 1\ D \A; b e 6.4 W o v-1< S 'D pa f° €,. 4 v ) W c okk6 Nn �� ��Y��, dam, �� VE/f c_c., 1 \ t-v CL ALL 1 Jam/ TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITH- OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. REVISED 1/02 INSPECTOR(S), NAME(S) PRINTED INSPECTOR SIGNATURE SIGNED BY �V"' (B; r / . COPIES TO: ill 1 (V '71 -4 ' - CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 (425) 823 -9800 EVERETT (425) 259 -0817 FIELD REPORT- 'JAN 0 5 2011' v_ , v ' � ' �Al . I;.s:,�.:. PREVIOUS 1312 4 6 REPORT No. No. 'v :;' . 1_ DATE D EG E -� o t r 3o�, .20;0 CERT. NO. >a,i-.32 - TO: PROJECT 01 12114. 4 -�� LOCATION C-�,�k„1,4) 1 t? G S v So' G-G h I- P G "IC vlfity — 4)kia. S . ■0 ff' S *• BLDG. PERMIT NO. 1P-L7 OWNER 4.0 f � A� 4 , 9 O % L 1 WEATHER (1.). F Ca i TEMP. AM PM ENGINEER y (R v d a/ T, k) t) I ATTN: ARCHITECT CONTRACTOR (2) INSPECTION PERFORMED RESTEEUCONCRETE LATERAL WOOD (3) ITEMS INSPECTED _ FOOTINGS _ AUGER CAST PILES — DRILLED PIERS — FOUNDATIONS _ SLAB — RESTEEL ONLY — — RE STEEUMASONRY_ — STR.ST/WELDING _ COLUMNS -fr jLS — BEAMS EPDXY STR.ST /BOLTING — — OTHER — (LOCATION (AREAS) A 4 ), S4 v CT G~ .( ' J L f 1 0 C (;vin U L.) 4 1 Li- dV r C. Or p ii■-) n? �u:1Ia' i.1I- (5) CONC"ETE/MASONRY SUPPLI I R DESIGN STRENGTH IX NO. TOTAL CU. YD. P .• CED SLUMP (I CHES) AIR CONTENT ( S' M • : CAST CYLINDER REPORT NO %) NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS _YES REMARKS: Y7Vc -d CMS; C6. r i -5 (1 dui Y- 2 r r.L7. AL)� ri C c r E r t . h J 'Ls' "CE, IA Wl v� � J ) 3--I/ rol >t t 1. .cc r'' Cl/ 4 i.L) et u, 6 11 p J-; fry) TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED. THIS REPORT SHALL NOT BE REPFtODUCED EXCEPT IN FULL, WITH- OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. REVISED 1207 INSPECTOR(S), NAME(S) PRINTED INSPECTOR SIGNATURE SIGNED B Z;// /114 4-4-4 E4-04- 03,1,C/ n'I ica-4--e, COPIES TO: I .r din 1/L County Road Services Division Materials Laboratory Department of Transportation RSD -TR -0100 155 Monroe Avenue Northeast, Building D Renton, WA 98056 -4199 www. metrokc.gov /roads December 27, 2010 w t cm iO LU W 0 Et p O Tukwila Department of Community Development 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Attention: Mr. Bob Benedicto, Building Official Subject: Building Permit D10 -161 Special Inspection Reports Bow Lake Recycling and Transfer Station The King County Materials Laboratory (KCML) has been designated as the special inspection agency for reinforced concrete on the above referenced project. KCML is a WABO registered special inspection agency and Timothy R. Hyden (WABO No. SI01070) has been assigned to the project as our primary field inspector. KPFF Consulting Engineers (KPFF) is providing construction management services to the King County Solid Waste Division for this project. KCML has been requested to submit all of our reports directly to KPFF. In turn, KPFF will distribute reports to your office, the structural engineer and contractor as required by Code. Distribution of reports for shotcrete special inspections during Phase 1 of this project was coordinated by KPFF as described above. Unless notified otherwise, we assume it to be acceptable for KPFF to coordinate the distribution of reinforced concrete special inspection reports for Phase 2 of the project as well. If you have questions or wish to discuss reinforced concrete special inspections for this project, please call me at your convenience (206- 391 - 0552). Respectfully Submitted, By: Reviewed By: Tim . H en Alan D. Corwin, P.E. Engineer II Materials Engineer WABO Technical Director WABO Special Inspector /Field Supervisor cc: Craig E. Williamson, P.E., KPFF Consulting Engineers Notification to City of Tukwila NAME Certified DacRffow Tessin Inc. (425) 427 -8889 • (206) 601 -5550 • (888) 484 -FLOW • (425) 427 -9242 fax VVVVW.CBTINC COM BACKFLOW PREVENTION ASSEMBLY TEST REPORT SERVICE ADDRESS CONTACT PERSON LOCATION OF ASSEMBLY DOWNSTREAM PROCESS d O did es •�-fG INSTALLATION In) MAKE_Fbco bQ Lai- MODEL %Go Conlin-emit) — Residential .1 &id a I INW BIC V PHONE6 73a _ $3o FAX J- t'1 4-t,— "ti6i r80" ASSEMBLY TYPE: PROPER INSTALLATION? SERIAL NO. 14 ©7 HyL{ PASSED FAILED 0 DCVA -PVBA - SVBA . OPENED AT 2 7PSID #1 CHECK PSID AIR GAP OK? pig TEST AFTER REPAIRS PASSED ❑ FAILED ❑ AIR GAP INSPECTION: Required minimum air gap separation provided? REMARKS: TESTERS SIGNATURE: TESTERS NAME PRINTED: TOBY SWANSON REPAIRED BY: FINAL TEST BY: Detector Meter Reading LINE PRESSURE /(Q PSI CONFINED SPACE? DATE Z /23 in CERT. NO. B -5206 TESTERS PHONE # lease see to of test re ors DATE CERT. NO. DATE CALIBRATION DATE: 12/27/10 KIT #: 12090296 MODEL: MID WEST 845 -5 SERVICE RESTORED? YES I certify that this report is accurate, and I have used WAC 246 -290 -490 approved test methods and test equipme • IA 13 0'P rf ViCi; (CI r elb 1 D/ • f5fin4 32/ 3 Pet P 1 0 --Ctt—ec;,lip-ls-'er._ VI el;5t,&n •e_ dflid) STRUCTURAL ENGINEERING CALCULATIONS PROJECT NAME: MIZUKI BUFFET — Hood 4 & 5 area enclosure Number: 2010027 Tukwila, WA 98188 CLIENT: MAZUKI BUFFET c/o John Wah, Manager. 1426 South 324th St, #201 Federal Way, WA 98003 1'• JURISDICTION: City of Tukwila Building Dept tent_._. REVIEWED FOR CO DE COMPLIANCE P$''"OVED APR 182t,,i REVISION NO5. RJN & ASSOCIATES ARCH -ENGR DESIGN GROUP A multi discipline company 1220 South 356th Street. suite A -3 Federal Way, WA 98003 bIO15Ct City of Tukwila BUILDINr nnne:N RECEIVED MAR 24 2011 PERMIT CENTER EXISTINS ROOF DECKINS SECTION B I I/2• METAL TRACK FASTENED TO GORRU5ATED METAL DEGKINS MIL 08-ib In' TEK SCREWS • EA. BOT. FAGS OF DEGKINS, 5TA56ERED. CMMNE_5 FASTENED TO Y. TRACK NV 0b-I8, I/2• TEK SCREWS EA. SIDE O 24. O.G. ONE SIDE —ti— DETAIL A SCALP 5• o l'-0• FRAMING ELEVATION C METAL TRACK/ CHANNEL CONNECTOR NOTES: 18 GA METAL STUD t ABOVE- USE *8 TEK SCREW 16 GA METAL 51U0 i BELOW- USE 010 TEK SCREW REFLECTED PLAN OF TRACK STA66ERED 5GREW5 W/ • • •4 EXI511145 ROOF DECKINS DETAIL 1 SCALE . I• e , -0' RECEIVED MAR 24 2011 PERMITCENTER SECTION A L C _ o, vesn* N-EXI5T1N5 CURTAIN WALL WALL CURTAIN HALL PLAN AT HOODS NTS 0 z 0 X g aD W V o co z °ts co 0 zu cc (toe) 874 -9323 1 1 DRAWN: RF JOB ND: 2010027 DATE: 032211 RJN & ASSOCIATES 1220 South 356th Street Suite A -3 FEDERAL WAY, WASHINGTON 98003 Telephone & Fax (253) 874-9323 JOB �/ SHEET NO. _[ —/ OF t !AC e'7 CALCULATED BY DATE 3/7//2 - D I `) CHECKED BY DATE SCALE /40 0 of c -.-- - Q x..10 a-.-� �-t 421; . 8w g4 AIL _ 'i AL _. _ An■ i t ■ 1 pr-----1----4 , 1 t. , .,..,....,t, i....!,t...4 e-i-ii,..1,....Lfi.x.i, i i . 4,.,. -1 . - i- 4.. 4-- i , 1 REPORT"' ESR- 2196* Issued Aprll 1, 2007 This report is subject to re- examination in one year. iCC l valuation Service, Inc. Businee~al Of>loe e 538D VVatcna ns2 Road. ftact illerr CalianI 90801 ° (8e2) 69"843 Rem Olive a 900 Montclair Road, Sul s A BinT naborna 35213 a (205) 5994800 wwwicc- e8.Orq Fteglonal Office ®4051westF rRrodCountry Club Hills, Illinois 8047e® (708)7 DIVISION: 06— .METALS Section: 06090- -Metal Fastenings REPORT HOLDER: HILT1, INC. 6400 SOUTH 122ND EAST AVENUE TULSA, OKLAHOMA 74148 (800) 8794000 www.us.hIltl.com EVALUATION SUBJECT: HILT! KWIK -PRO SELF -DRILLING SCREWS 1.0 EVALUATION SCOPE Compliance with the following codes: ® 2006 international Building Code° (IBC) e 1997 Uniform Building Code'"' (UBC) Property evaluated: Structural 2.0 USES The Hilti Kwik -Pro Self-drilling Screws are used to connect cold- formed steel members to cold- formed steel members. 3.0 DESCRIPTION The Hilti Kwik -Pro Self- drilling Screws are self - drilling tapping screws complying with ASTM C 1513, and are case- hardened from carbon steel conforming to ASTM A 510, Grade 1022. The screws have a hex washer head and have an electroplated zinc dating complying with ASTM F 1941, or a proprietary coating. Table 1 provides screw designations, sizes and descriptions of point styles. Screws are supplied in boxes of individual screws, or in collated plastic strips. 4.0 DESIGN AND INSTALLATION 4.1 Design: Allowable fastener loads using Allowable Stress Design (ASD) for pull -out, pull -over, and shear (bearing) capacity are provided in Tables 2, 3 and 5, respectively. Instructions on how to calculate Load Resistance Factor Design (LRFD) capacities are found in the footnotes of these tables. Table 4 presents the nominal and allowable fastener tension and shear strengths for the screws. For connections subject to tension, the least of the allowable pull-out, pullover, and tension fastener strength of screws found In Tables 2, 3, and 4, respectively, must be used for design. For connections subject to shear, the lesser of the allowable shear fastener strength and shear (bearing) found in Tables 4 and 5, respectively, must be used for design. Connections subject to `Corrected May 2007 combined tension and shear loading must be designed in accordance with Section E4.5 of the AISI — NAS. The values in the tables are based on a minimum spacing between the centers of fasteners of three times the diameter of the screw, and a minimum distance from the center of a fastener to the edge of any connected part as follows: 1. In jurisdictions adopting the IBC: 1.5 times the diameter of the screw. When the distance to the end of the connected part is parallel to the line of the applied force, the allowable shear fastener strength determined A of the AISI NAS must be Section n E4.3.2 of f Appendix oonsidered. 2. In jurisdictions adopting the UBC: three times the diameter to shear force of the screw. in one direction only, theneminimum egsubjected distance must be 1.5 times the diameter of the screw In the direction perpendicular to the force. Screwthread length and point style are to be selected on the basis of thickness of the fastened material and thickness of the supporting steel, respectively, in accordance with the manufacturels published installation instructions. 4.2 Installation: Installation of the Hilt Kwik -Pro Self - drilling Screws must be in accordance with the manufacturer's published installation instructions and this report. The manufacturer's published installation instructions are to be available at the jobsite at all times during installation. The screws must be installed perpendicular to the work surface using a variable speed screw gun set to not exceed 2,500 rpm. The screw must penetrate through the supporting steel with a minimum of three threads protruding past the back side of the supporting steel. 6.0 CONDITIONS OF USE The Hilti Kwik -Pro Self - drilling Screws described In this report comply with, or are suitable alternatives to what is specified In, those codes listed in Section 1.0 of this report, subject to the following conditions: 6.1 Fasteners are to be installed in accordance with the manufacturer's published installation instructions and this report. If there is a conflict between the manufacturer's published installation instructions and this report, this report governs. 6.2 The allowable loads specified in Section 4.1 are not to be increased when the fasteners are used to resist wind or seismic forces. 6.3 The utilization of the nominal strength values contained in this evaluation report, for the design of cold - formed steel diaphragms, is outside the scope of this report. 1(1 REPORTS" are not to be construed as representing aesthetics or any other attributes not specifically addressed nor are they to be mmonred as an en:kr:ewe ((the subject ofthe reportor a reconmeendationforits use. There is nowarrway by ICC EvaluelonService, bx,eapressorbnp/kdas1oany/Maw or other natter in this report, or as to anyprodnat covered by the report. Copydght02007 Page 1 of 5 Page 2 of 6 ESR -2188 6.4 Drawings and calculations verifying compliance with this report and the applicable code must be submitted to the code official for approval. The drawings and calculations are to be prepared by a registered design professional when required by the statutes of the jurisdiction In which the project is to be constructed. 6.0 EVIDENCE SUBMITTED Data In accordance with the ICC-ES Acceptance Criteria for Tapping Screw Fasteners (AC118), dated December 2006. 7.0 IDENTIFICATION Hilti Kwik -Pro Self-drilling Screws are marked with an "H° on the top of the heads, as shown in Figure 1. Packages of Hilti Self - drilling Screws are labeled with the report holders name (Hilti, Inc.), the fastener type and size, and the evaluation report number (ESR -2196). Page 3 of 5 ESR -2188 TABLE 1 -HILT1 KWIK -PRO SELF - DRILUNG TAPPING SCREWS Description Designation Nominal Diameter (In.) Nominal Screw Length (ht) Head Style' Point (Number) Coating' S-MD 10.18 X 5/8 HWH #3 S-MD 10-16 X 3/4 HVVH #3 810-16 0.190 5/8 HWH 3 Zinc 810-18 0.190 3/4 HWH 3 Zinc S-MD 10-16 X 3/4 HHWH #3 S-MD 10-18 X 1 HWH #3 #10-18 0.190 3/4 HHWH 3 Zinc #10-16 0.190 1 HWH 3 Zinc S-MD 10- 18X1- 1 /4HWH#3 S-MD 10-18 X 1/1/2 HWH 03 S-MD 12- 14X3/4 HWH 03 S-MD 12 -14 X 1 HWH #3 #10.18 0.190 1 -1/4 HWH 3 Zinc #10-16 0.190 1 -1/2 HWH 3 Zinc #12 -14 0.216 3/4 HWH 3 Zinc #12 -14 0.216 1 HWH 3 S-MD 12 -14 X 1 1/2 HWH #3 S-MD 12 -14 X 2 HWH #3 #12 -14 0.218 1 -1/2 HWH 3 Zinc Zinc #12 -14 0.216 2 HWH 3 Zinc S-MD 1/4-14 X3 /4HWH#3 S- MD1/4 -14 X 1 HWH #3 1/4-14 0.250 3M HWH 3 Zinc 1/4-14 0.250 1 HWH 3 Zinc S-MD 1/4-14 X 1 -1/2 HWH #3 S-MD 1/4-14 X 2 HWH 03 1/4-14 0.260 1 -1/2 HWH 3 Zinc 1/4-14 0.250 2 HWH 3 Zinc S-MD 12 -24 X 7/8 HWH #4 #12 -24 0.218 7/8 HWH 4 Zinc S-MD 12 -24 X 1 -1/4 HVVH #4 #12 -24 0.218 1 -1/4 HWH 4 Zinc S-MD 12 -24 X 1 -1/4 HVVH #5 #12 -24 0.216 1 -1/4 HWH 5 Zinc S-MD 12 -24 X 1 -1/4 HWH #8 KwIk Cote S-MD 12 -24 X 2 HWH 05 Kwlk Cote #12 -24 0.218 1 -1/4 HWH 5 Kwic -Cote #12 -24 0.216 2 HWH 8 Kwik -Cote S-MD 12- 24X3HWH*5KwlkCote #12 -24 0.216 3 HWH 8 Kwik -Cote S-MD 10-18 X 7/8 M HWH Collated #10-18 0.190 7/8 HWH 1 Zinc S-MD 12 -14 X 1 M HWH Collated #12 -14 0.218 1 HW4 1 Zinc S-MD 10 -16 X 3/4 M HWH3 Collated #10-18 0.190 3/4 HWH 3 Zinc S-MD 12 -24 X 7/8 M HWH4 Collated S-MD 10-18 X 7/8 HNH PUot Point #12 -24 0.218 7/8 HWH 4 Zinc #10-16 0.190 7/8 HWH 1 Zinc 0.218 1 HWH 1 Zinc 0-1V11./ 1G -1, n 1 nvvr, 1...A.,. S-MD 1/4-14 X 7/8 HWH Stitch Kwlk Seal ..-.� ^ 1/4-14 0.250 7/8 HWH 1 Kwik Cote S-MD 8.18 X 1/2 HWH #2 #8-18 0.184 1 HWH 2 Zinc S-MD 8-18 X 3/4 HWH 02 #8.18 0.184 3/4 HWH 2 Zinc S-MD 10.16 X 1/2 HWH #2 #10-18 0.190 1/2 HWH 2 Zinc S-MD 10-16 X 3/4 HWH #2 #10-16 0.190 3/4 HWH 2 Zinc S-MD 10-18 X 1 HWH #2 #10-18 0.190 1 HVVH 2 Zinc S-MD 12- 14x3/4 HWH #3 Kw1k Seal #12 -14 0.216 3/4 HWH 3 Kwtc -Cote S-MD 12 -14 x 1 HWH #3 Kwlk Seal #12 -14 0.218 1 HWH 3 Kwik -Cote $-MD 12 -14 X 1 -1/4 HWH #3 KwIk Seal #12-14 0.216 1 -1/4 HWH 3 Kwik -Cote S-MD 12 -14 X 1 -1R HWH #3 Kwik Seal #12 -14 0.216 1 -1/2 HWH 3 Kwlk-Cote S-MD 12 -14 X 2 HWH #3 KwIk Seal #12 -14 0.216 2 HWH 3 Kwik -Cote S-MD 1/4-14 X 3/4 HWH #3 Kwik Seal 1/4-14 0.250 3/4 HWH 3 Kwik -Cote S-MD 1/4-14 x 1 HWH #3 Kwik Seal 1/4-14 0.250 1 HWH 3 Kwik -Cote S-MD 1/414 X 1-1/2 HNH #3 Kwik Seal 1/4-14 0.280 1 -1/2 HWH 3 Kwik -Cote For Si: 1 inch = 25.4 mm. 'Head configuration abbreviations are as follows; HWH = Hex Washer Head. HHWH = High Hex Washer Head. 'For coating, Zinc = ASTM F 1941; KwIk -Cote = Proprietary coating. Page 4of5 E8R -2196 P,,mltaj, poundsdarse'.aaa5 ..,o..� .ro.......... -..... �._ __ --- Steel F„ 0 48 ksl Applied Factor of Safety, 0 0 3.0 Screw Designation Nominal Diameter Design thickness of member not In contact with the screw head (In.) 0.036 0.048 0.080 0.075 0.090 0.105 0.135 88-18 0.184 75 100 125 157 188 220 282 810-16 0.190 87 118 145 182 218 284 327 812- 14.812 -24 0.216 99 132 165 207 248 289 373 1/4-14 0.250 115 153 191 239 287 333 430 843 1010 For 81: 1 inch 025. mm, 1b1 m 4.4 N,1 kc = 8.89 AAPa. 'For tension connections, the lower of the allowable pull -out, pullover, and tension fastener strength of screw found In Tables 2, 3, and 4, respectively must be used for design. 2ANSUASME standard screw diameters were used In the calculations and are listed in the tabtes. within the table. 'The allowable pull-out capacity for other member thicknesses can be determined by interpolating `To calculate LRFD values, multiply values in table by the ASD safety factor of 3.0 and multiply again with the LRFD m factor 010.5. °For F„ 2165 ksl steel, multiply values by 1.44. nds4orce t, a, 5 Steel Fu 0 48 kW Applied Factor of Safety, 0 as 3.0 Saw Designation Washer Head Diameter On.) Design thickness of member in contact with the screw head (in.) 0.030 0.036 0.048 0.060 0.075 0.090 0.105 0.138 88-18 0.335 225 271 383 453 567 880 790 1020 810-18 0.399 268 323 430 540 873 807 943 1210 512- 14,812 -24 0.415 279 337 447 580 700 840 980 1260 1/4-14 0.500 336 407 540 677 843 1010 1180 1520 For 81:1 inch = 25.4 mm, Ibf = 4.4 N, 1 ksi = 889 MPa. 'For tension connections, the lower of the allowable pu9-out, pullover, and tension fastener strength of scow found In Tables 2.3, and 4, respectively must be used for design. 2ANSUASME standard screw head diameters were used in the calculations and are listed in the tables. 'The allowable pull -ovar capacity for other member thicknesses can be detemdned by interpolating within the table. `To calculate LRFD values, multiply values in table by the ASD safety factor of 3.0 and multiply again with the LRFD m factor of 0.5. °For Fu = 65 kW steel, multiply values by 1.44. RENOTH OF SCREW Screw Designation Diameter (In.) Allowable Fastener Strength` Nominal Fastener Strength (tested) Tension (P1/D)1 (m) Shear (P.JD)z5 (Ib) Tension, Pm (lb) Shear, P.. (lb) 88-18 0.164 335 390 1000 1170 810-16 0.190 455 405 1370 1215 812 -14 0.218 775 625 2325 1880 812 -24 0.218 1300 760 3900 2285 1/4-14 0.250 1525 815 4580 2440 For SI: 1 Inch = 28.4 mm, 1 Ibf = 4 4 N, 1 ksi = 8.89 MPa. 'For tension connections, the lower of the allowable pull -out, pullover, and tension fastener strength of screw found In Tables 2, 3, and 4, respectively must be used for design. 2For shear connections, the lower of the allowable shear fastener strength and allowable shear (bearing) found in Tables 4 and 5, respectively must be used for design. °See Section 4.1 for fastener spacing and end distance requirements. the LRFD m `To calculate LRFD values, multiply the allowable fastener strengths by the ASD safety factor of 3.0 and multiply again by factor of 0.5. Page 6 of 6 ESR -2198 TABLE 8- ALLOWABLE SHEAR (BEARING) CAPACITY OF COLD- FORM " ED STEEL. lb a 6 Steel F„ = 45 kal Applied Factor of Safety, 0 = S.0 Screw Designation Diameter (in.) Design thickness of Design thickness of member not in contact with the screw head (In.) member in contact with screw head, (in.) 0.036 0.048 0.060 0.075 0.090 0.105 0.135 0.038 174 239 239 239 239 239 239 0.048 174 268 319 319 319 319 319 0.060 174 288 373 400 400 400 400 48 0.164 0.075 174 268 373 497 497 497 497 0.090 174 268 373 497 597 597 597 0.105 174 268 373 497 597 697 697 0.135 174 288 373 497 597 897 897 0.036 188 277 277 277 277 277 277 0.048 188 289 370 370 370 370 370 0.080 188 289 403 463 483 483 483 *10 0.190 0.075 188 289 403 563 577 577 577 0.090 188 289 403 563 693 693 893 0.105 188 289 403 583 693 807 807 0.135 188 289 403 583 893 807 1040 0.038 200 309 315 315 315 315 315 0.048 200 308 420 420 420 420 420 0.060 200 308 430 523 523 523 523 *12 0.216 0.075 200 308 430 600 657 657 657 0.090 200 308 430 600 787 787 787 0.105 200 308 430 800 787 920 920 0.135 200 308 430 600 787 920 1180 0.038 215 340 383 383 363 383 363 0A48 215 331 487 487 487 487 487 0.080 215 331 483 607 607 807 607 114 In. 0.250 0.075 215 331 463 647 760 760 780 0.090 215 331 463 847 850 910 910 0.105 215 331 483 847 850 1060 1060 0.135 215 331 483 647 850 1060 1370 For 81: 1 Inch = 25.4 mm, 1 Ibf = 4.4 N,1 ksf = 8.89 MPs. 'The lower of the allowable shear fastener strength and shear bearing found in Tables 4 and 6, respectively must be used for design. 2ANSUASME standard screw diameters were used In the calculations and are listed In the tables 3The allowable bearing capadty for other member thidmesses can be determined by interpolating within the table. °To calculate LRFD values, multiply values In table by the ASD safety factor of 3.0 and multiply again with the LRFD m factor of 0.5. 6For F„ = 65 ksi steel, multiply values by 1.44. FIGURE 1--HILTI HEX WASHER HEAD SELF-DRILLING SCREW CJR Engineering Civil - Structural Engineering Comprehensive Project Management 3814 231St Avenue SE Phone: (425) 269 -5204 Sammamish, WA 98075 -9212 Fax: (425) 671 -0003 FILE COPY Permit No., July 6, 2010 City of Tukwila Building Dept. 63100 SouthcenterBlvd #100 Tukwila WA 98188 RE: Development Permit Application D10 -159 Mizuki Japanese Buffet —17950 Southcenter Pkwy Sizing Calculations for Grease Interceptor Dear Sirs, I refer to your letter of June 23, 2010, and in particular to item No. 7 requesting the calculations for the size of the grease interceptor. Please note that the sizing calculations for the grease interceptor are as follows: Meals per hour ( *): 224 Wasteflow rate: ( * *) 5 gallons per hour Retention time: 2.5 hours Storage Factor: 1.0 Required Capacity: 224 x 5 x 2.5 x 1 = 2,800 gallons From City Std SS -14: 2,750 gallons OK ( *) No. of meals per peak hour = seating capacity ( * *) Wasteflow rate without dishwashers Sincerely, CJR Engineering Clemens J. Rossell, PE INCOMPLETE LTR #� REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 2 2010 City of Tukwila BUILDING DIVISION SID- 159 RECEIVED JUL 14 2010 PERMITCENTER FILE COPY Permit too._ WI L KI NS a ZURN.. company Model 975XL Reduced Pressure Principle Assembly RECEIV JU FEATURES Sizes: ❑ 3/4" ❑ 1" ❑ 1 1/4" ❑ 1 1/2" ❑ 2" Maximum working water pressure Maximum working water temperature Hydrostatic test pressure End connections Threaded OPTIONS (Suffixes can be combined) 175 PSI 180 °F 350 PSI ANSI B1.20.1 O - with full port QT ball valves (standard) ❑ L - less ball valves ❑ U - with union ball valves ❑ MS - with integral relief valve monitor switch O P - for reclaimed water systems O S - with bronze "Y" type strainer ❑ BMS - with battery operated monitor switch ❑ FDC - with fire hydrant connection; 2" only D TCU - with test cocks up ❑ V - with union swivel elbows (3/4" & 1 ") ❑ SE - with street elbows ❑ FT - with integral male 45° flare SAE test fitting ACCESSORIES ❑ Air gap (Model AG) ❑ Repair kit (rubber only) D Thermal expansion tank (Mode ❑ Soft seated check valve (Model ❑ Shock arrester (Model 1250) ❑ QT -SET Quick Test Fitting Set ❑ Ball valve handle locks O Test Cock Lock (Model TCL24) DIMENSIONS & WEIGHTS (do not in APPLICATION Designed for installation on potable water lines to protect against both backsiphonage and backpressure of contami- nated water into the potable water supply. Assembly shall provide protection where a potential health hazard exists. STANDARDS COMPLIANCE • ASSE® Listed 1013 • IAPMO® Listed • UL® Classified (less shut -off valves or with OS &Y valves) • C -UL® Classified • GSA® Certified • AWWA Compliant C511 • Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California • NYC MEA 425 -89 -M VOL 3 MATERIALS Main valve body Access covers Fasteners Elastomers Polymers Springs E l' REVIEWEDFF CC) i DECOMP IANC SEP 0 2 2010 of Tukwila —C Cast Bronze ASTM B 584 Cast Bronze ASTM B 584 Stainless Steel, 300 Series Silicone (FDA Approved) Buna Nitrite (FDA Approved) NoryITM, NSF Listed Stainless steel, 300 series ;,, l �I \I ''i Ir <..N ! JI I B - -i G —I Relief Valve discharge port: 3/4" - 1" - 0.63 sq. in. 1 1/4" - 2" - 1.19 sq in. DOCUMENT #: BF -975XL I REVISION: 6/09 e 1 of 2 WILKINS a Zum company, 1747 Commerce Way. Paso Robles. CA 93446 Phone:805/238 -7100 Fax:805 /238 -5766 In Canada: ZURN INDUSTRIES LIMITED, 3544 Nashua Dr., Mississauga, Ontario L4V 1L2 Phone:906 /405 -8272 Fax:905 /405 -1292 Product Support Help Line: 1-877-BACKFLO - 877 -21 366) • Website: http: //www.zurn.com TR# INCOMPLETE ID i,yf• 061. t:;l� N WEIGHT MODEL A UNION B LESS BALL , LESS WITH SIZE A BALL VALVES VALVES C D E F G BALL BALL VALVES VALVES in. mm in. mm in. mm in. mm in. mm in mm in. mm in mm in. mm Ibs kg lbs. kg 3/4 20 12 305 13 3/4 349 7 3/4 197 2 1/8 54 3 76 3 1/2 89 5 127 16 1/8 410 10 4.5 12 5.5 1 25 13 330 14 1/2 368 7 3/4 197 21 /8 54 3 76 3 1/2 89 5 127 17 3/8 441 10 4.5 14 6.4 32 17 432 18 13/16 478 10 15/16 278 2 3/4 70 3 1/2 89 5 127 6 3/4 171 22 9/16 573 22 10 28 12.7 40 17 3/8 441 19 3/8 492 10 15/16 278 2 3/4 70 3 1/2 89 5 127 6 3/4 171 24 1/16 611 22 10 28 12.7 i 2 50 18 1/2 470 20 1/2 521 10 15/16 278 2 3/4 70 3 1/2 89 5 127 6 3/4 171 26 1/2 673 22 10 34 15.4 DOCUMENT #: BF -975XL I REVISION: 6/09 e 1 of 2 WILKINS a Zum company, 1747 Commerce Way. Paso Robles. CA 93446 Phone:805/238 -7100 Fax:805 /238 -5766 In Canada: ZURN INDUSTRIES LIMITED, 3544 Nashua Dr., Mississauga, Ontario L4V 1L2 Phone:906 /405 -8272 Fax:905 /405 -1292 Product Support Help Line: 1-877-BACKFLO - 877 -21 366) • Website: http: //www.zurn.com TR# INCOMPLETE ID a 20 h 0 15 cc 10 �a 5 FLOW CHARACTERISTICS MODEL 975XL 3/4 ", 1 ", 1 1/4 ", 1 1/2" & 2" (STANDARD & METRIC) FLOW RATES (I /s) 1.26 2.52 3.8 5.0 20 15 10 5 3.2 6.3 9.5 12.6 15.8 137Y- 103 Si cc w 69 0) w 35 1 1 — - 3/4•(20mm) -- 1 "(25mm) ._ 10 ft/sec 15 ft/sec 1/8" 1 1 2 3 1/4" 2 2 3 5 50 100 150 200 25 3 4 6 9 1/2" 5 7 9 14 3/4" 8 20 40 60 13i 15 10 5 3.2 6.3 9.5 12.6 15.8 137Y- 103 Si cc w 69 0) w 35 1 1 — 4" (32mm) • • 112' (40m • — r (50mm) . 10 ft/sec 15 ft/sec 1/8" 1 1 2 3 1/4" 2 2 3 5 50 100 150 200 25 FLOW RATES (GPM) 0 Rated Flow (Established by approval agencies) 0 TYPICAL INSTALLATION Local codes shall govern installation require- ments. To be installed in accordance with the manufacturers' instructions and the latest edition of the Uniform Plumbing Code. Unless otherwise specified, the assembly shall be mounted at a minimum of 12" (305mm) and a maximum of 30" (762mm) above adequate drains with sufficient side clearance for testing and maintenance. The installation shall be made so that no part of the unit can be submerged. DIRECTION OF FLOW q> INDOOR INSTALLATION (-Shown wl optional EIMS) Capacity thru Schedule 40 Pipe Pipe size 5 ft/sec 7.5 ft/sec 10 ft/sec 15 ft/sec 1/8" 1 1 2 3 1/4" 2 2 3 5 3/8" 3 4 6 9 1/2" 5 7 9 14 3/4" 8 12 17 25 1" 13 20 27 40 11/4" 23 35 47 70 1 1/2" 32 48 63 95 2" 52 78 105 167 OPTIONAL WATER METER PROTECTIVE ENCLOSURE \\ AIR GAP DRAIN r — INLET SHUT-OFF DIRECTION OF FLOW OUTDOOR INSTALLATION SPECIFICATIONS The Reduced Pressure Principle Backflow Preventer shall be ASSE® Listed 1013, rated to 180 °F and supplied with full port ball valves. The main body and access covers shall be bronze (ASTM B 584), the seat ring and all internal polymers shall be NSF® Listed NoryiTM and the seat disc elastomers shall be silicone. The first and second checks shall be accessible for maintenance without removing the relief valve or the entire device from the line. If installed indoors, the installation shall be supplied with an air gap adapter and integral monitor switch. The Reduced- Pressure Principle Backflow Preventer shall be a WILKINS Model 975XL. WILKINS a Zum company, 1747 Commerce Way, Paso Robles, CA 93446 Phone:805/238 -7100 Fax:805/238 -5766 IN CANADA: ZURN INDUSTRIES LIMITED, 3544 Nashua Dr., Mississauga, Ontario L4V 1L2 Phone:905 /405 -8272 Fax:905/405 -1292 Product Support Help Line: 1- 877 - BACKFLOW (1 -877- 222 -5356) • Website: http: //www.zurn.com Page 2 of 2 RJN & ASSOCIATES ARCH -ENGR DESIGN GROUP A multi discipline company 1220 South 356th Street, suite A -3 Federal Way, WA 98003 (253) 874-9323 Phone & fax December 6, 2010 CITY OF TUKWILA DCD. Attn.: Carol Martin, Building inspector 6300 Southcenter Boulevard, suite 100 Tukwila, WA 98188 CODE COMPLI FOR DEC 1 U 21J1U City of Tukwila BUILDING DIVIRf RE: Response to Framing inspection on Dec. 3, 2010 at Mizuki Buffet, South Center Parkway. Carol, Saturday afternoon I visited the job site and receive a debrief from the owners and General contractor about your inspection comments. Review of the sections & details on sheet 9 of 16 as prepared by Monarch Trading Co., show the "as built" to have been modified (changed). Please find our updated sheet SX.1 showing the actual constructed. After reviewing the changes I concluded that they were minor and did not negatively impact the structural integrity as intended in the original design. I have also asked the owners to tell the General Contractor to follow the plans and consult our office before changing things on his own so that we can smoothly finish the project without interruptions. Should you have any questions, please feel free to contact our office @ (253) 874 -9323. Sincerely, Roddy J. Nolten, P.E. Attachment: Revised detail sheet. cc.: John Wah, restaurant manager. r:iTV TU IA irI., 07 2010 PERMITCENTER EXPIRES 6/4/ (;' ‘C-1 RJN & ASSOCIATES 1220 South 356th St., suite A -3 Federal Way, WA 98003 December 1, 2010 CASCADE TESTING LABORATORY, Attn.: Bill Mathews, Inspector 12919 N.E. 126`h Place Kirkland, WA 98034 RE: Response to field report correction notice, (Mizuki Japanese Buffet) tiO 15? REVISION N0,3 Inc. copy REVIEwE0 FOR CODE COMPLIANCE DEC Od Cull] dated November 23, 2010 CAI/ of Tukwila Bill, BUILDING DIVISION Please find 2 dwg. sheets, S4.x1 & S4.x2 for the above project as corrected for the "as built' condition of the exterior CMU wall foundation. Please note, that they extended the concrete slab to the face of the building, eliminating the need for a bond beam at the bottom of the wall. As far as your second item of concern pertaining to the vertical rebars at wall comer, door opening etc., I was assured by the General Contractor that he was going to put those in and grout the cell. He did tell me that the dowels were in place prior to the construction of the CMU initial wall courses. Furthermore did I explain to him, that he was to make sure to install the Simpson insert with threaded rod as shown in Section B of sheet 2. Should you have any questions, please feel free 1, office @ (253) 874 -9323. Sincerely, RJN & ASSOCIATES Roddy J. Nolten, P.E. cc.: John Wah, restaurant manager. EXPIRES 6/4/ Enclosed: Cascade field report & revised foundation detail. RECEIVED DEC 01 2010 PERMIT CENTER • TO: CASCADETESTING LABORATORY. INC. TESTING & INSPECTION 12919 N.E. 126TH PLACE KIRKLAND,WASHINGTON 98034 (425) 823 -9800 EVERETT (425) 259 -0817 FIELD REPORT qy s. ..�Drj s S . f to 4, ATTN. - THE FOLLOWING WAS NOTED: PREVIOUS REPORT No. No 60923 DATE 0v e _., yc v car ? rd) .-?Pi P CERT. NO. /p!1 • 3 9 PROJECT • ni,2vkI 'o E.--' LOCATION C/� f („rJr , l .0 )')9,`� 0 SPJ4r44.1IL r Er OflcW47 BLDG. PERMIT NO. T/o -)4 9 OWNER WEATHER j c 1 e - TEMP. AT AT AM PM ENGINEER Pc 0 cl q. No1TE, vi ARCHITECT 7 CONTRACTOR r c; 1 / t:.. ) ,f } tiC pj £ (_ 1:11 S, ' l (I (- X `} r O o r' `i. !Nl L) Lt) Ei I / - C w\) in; a E r I Gi C t, t L Ar r E. vi S `L L Ct�rr�o i4 A UK° in17 a r;✓ i LIB 411 i v C c 3 co li y -, ry s o Lz- L,�.) 4_ 1 1 1+ t1 Li P- E f .A`,n & V1 E`, f! r Cal e �. \ S 1 Y k- k, d 11 1Y-12 L1 1 CL 1 1 C vi a & t� f 0 t1Y %G ,.S E. -wvw i 6. (1 C.��' j S �i . ?(� is C�` it > L) I-S E. ci ?\A,,,,A. 1 S to ' E Y 4'V�It�,Clrr - h r] c -.�C r w1 kil r AT tc )1./ Er h r���S \)Eve Inn) s..C) .1 y a. .s, t , E- cl 04- Ls) 4) i C s c ! I= 0-C L� v) ' /n [': k` 4\ V � 0.1 9 �{ G R` G rI \] E_A 3( F i UV)4 or)-71/ 4,1 � ( . . � v r —A 7 CA -} � Y Y C -1-1 ..J1 `t s 'Y cn,.\-,-, v-t ! 1 I,,, E_ t7 0 "t- aOD ru7 4' Li • _i_ n v CDY t u>, vi 1,4,1) a TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITH- OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. REVISED 1/02 11 INSPECTOR(S), NAME(S) PRINTED I t A 't r &) s INSPECTOR SIGNATURE SIGNED BY COPIES TO: • \AdrST1N6 GONGRETE FS1 WALK TYP EXT. WALL SECTION W/ BOND BEAMS SCALE . 3/4' o r-o• 2006 Washington State Nonresidential Energy Code Compliance Form Interior Lighting Summary LTG -INT 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Info Project Address 17950 Southcenter Parkway Date 7/7/2010 Tukwila, WA 98188 For Building Department U e FILE COPY a * _ 1 Applicant Name: King Lee /Monarch Trading Corp Applicant Address: 948 S. Doris Street, Seattle, WA 98108 Applicant Phone: (206) 763 -6161 Project Description a New Building ❑ Addition U Alteration ❑ Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option Q Prescriptive 0 Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Maximum Allowed Lighting Wattage Location (floor /room no.) Occupancy Description Allowed Watts per ft2 ** Area in ft2 Allowed x Area 1 Restaurant 1.30 9023.0 11729.9 180.0 Cashier Juno TC -2 6" Recessed can (L2) !V- CODE C PLIANC 65.0 195.0 Banquet Juno TC -2 6" Recessed can (L2) ** From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 11729.9 Proposed Lighting Wattage Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Entry 3 lamp large pendant UL listed (L1) -p.9EV EVVED Foi 180.0 180.0 Cashier Juno TC -2 6" Recessed can (L2) !V- CODE C PLIANC 65.0 195.0 Banquet Juno TC -2 6" Recessed can (L2) 65.0 390.0 Dinning /Prep 3 lamp large pendant UL listed (L1) APP Y ED 13 180.0 2340.0 Dinning /Prep 1 Lamp Medium Pendant UL Listed (L4) sEP G 2 2010 39 60.0 2340.0 Dinning /Prep 1 Lamp Small Pendant UL Listed Decor (L5) 17 40.0 680.0 Office /Bathrm Hall Lithonia GT8,2x4 Troffer (L6) �I� 8 96.0 768.0 Kitchen Lithonia GT8,2x4 Troffer (L6) ����� 22 96.0 2112.0 Bath rooms (3) Juno TC -2 6" Recessed can (L2) BUILDING DIVISION 65.0 1040.0 Mechaincal Room Lithonia L Industrial Lamp 3 64.0 192.0 Addition Lithonia L Industrial Lamp 3 64.0 192.0 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 10429.0 Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T -8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp,.and ballast information. 2. For proposed Watts /Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. For track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts /Fixture blank. INCOMPLETE RECEIVED JUL 07 2010 PERMIT CENTER 006*ash n State Nonresidential Ene Code Com Hance Form . Warehouses, storage areas or aircraft storage hangers DOther d 4•. • 1! u • r3v 1eioyx- tt Walter _� flip is ttedced, the number of ;tbctures'In,theepaoe Is not limited by Code. Clearly Indicate these spaces on plans. If not qualified, do LPA Calculations. (Section 1521) TABLE 75 -1 Unit Llghting Power All Check If 9596 or more of fixtures comply with 1,2 or 3 and rest are ballasted. 1. Fluorescent fixtures which are non - lensed with a) 1 or 2 two lamps, b) reflector or louvers, c) 5-60 watt T -1, T -2, T-4, T -5, T -8 lamps, and d) hard -wired elec- tronic dimming ballasts. Screw -in compact fluorescent fixtures do not qualify. 2. Metal Halide with a) reflector b) ceramic MH lamps <= 150w c) electronic ballasts 3. LED lights. Use' LPN' (W /sf) Use' LPA` (W /sf) Automotive facility 0.9 Office buildings, office/administrative areas in facilities of other use types (including but not limited to schools hospitals, institutions, museums, banks, churches) 1.0 Convention center 1.2 Penitentiary and other Group 1 -3 Occupancies 1.0 Courthouse 1.2 Police and fire station? 1.0 Cafeterias, fast food establishment ?, restaurants /bars 1.3 Post office 1.1 Dormitory 1.0 Retail15, retail banking, mall concourses, wholesale stores (pallet rack shelving) 1.5 Exercise center ", 1.0 1.0 School buildings (Group E Occupancy only), school classrooms, day care centers Theater, motion picture 1.2 1.2 Gymnasia assembly spacesg Health care clinic 1.0 Theater, performing arts 1.8 Hospital, nursing homes, and other Group 1 -1 and 1 -2 Occupancies 1.2 Transportation 1 0 0.5 1 4 0 2 Hotel /motel 1.0 Wareh n ouses, storage areas Workshops Parking garages Hotel banquet /conference /exhibition hall" 2.0 Laboratory spaces (all spaces not classified "laboratory" shall meet office and other appropriate categories) 1.8 Laundries 1 2 Libraries 1.3 Plans Submitted for Common Areas Only' 1.2 - -- 0 8 Manufacturing facility 1.3 1.1 Main floor buildin lobbies t mall concourses (except P_ - -- - -- - - -- 1 � - Common areas. corridors. toilet facilities and washrooms, elevator lobbies Museum Fnnfnnfne fn• Tfthle 9%_A 1) In cases in which a general use and a specific use are listed. the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces. such as seating and common areas, use the Unit Light Power Allowance for assembly 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet 6) Reserved. 7) For conference rooms and offices less than 150ft' with full height partitions, a Unit Lighting Power Allowance of 1.10 w /ft' may be used 8) Reserved. 9) For indoor sport tournament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is 2.60 W /ft'. 10) Display window illumination installed within 2 feet of the window. provided that the display window is separated from the retail space by walls or at least three - quarter- height partitions (transparent or opaque). and lighting for free - standing display where the lighting moves with the display are exempt. An additional 1.5 wilt' of merchandise display luminaires are exempt provided that they comply with all three of the following a) located on ceiling- mounted track or directly on or recessed into the ceiling itself (not on the wall). b) adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). c) fitted with LED. tungsten halogen, fluorescent, or high intensity discharge lamps This additional lighting power is allowed only if the lighting is actually installed 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks Lumicore FILE COPY Permit No.. SPECIFICATION GUIDE PRODUCT: Select from over 250 standard Lumicor products from our product families: Textures including Embossed, Industrial, Textiles, and Natural, and Colors including True, Woven, and Shimmer. Or create your own custom Lumicor by combining decors. For example, combine a Color with a Texture to add color and depth. Lumicor can also incorporate Customer Owned Materials (C.O.M.). Call for more details. SIZE: Sheet Thickness Lumicor is available in gauges from 0.060" (about 1/16" or 1.5mm) to 0.944" (about 1" or 24mm) with a standard tolerance of +/- 10% of nominal. Tolerance varies by decor. Gauge Equivalents Nominal Decimal (in) Fraction Equivalent Metric (mm) .060 1/16" 1.5 .118 1/8" 3.0 .160 5/32" 4.1 .196 3/16" 5.0 .236 1 /4" 6.0 .354 3/8" 9.0 .472 1/2" 12.0 .708 3/4" 18.0 .944 1" 24.0 SHEET DIMENSIONS: Many Lumicor products are available in the following sheet sizes: --' 4' x 8' Standard (48" x 96 ") [1219 x 2438 mm] 4' x 10' Oversize (48" x 120 ") [1219 x 3048 mm] 5' x 10' Oversize (59" x 120 ") [1499 x 3048 mm] Actual dimensions may vary by decor, and some decors are not available in sheets. FINISHES: REVIEWEDFOR CODE COMPLIANCE Amonvef SEP 0 2 2010 oversiCit _ of Tukwila BUILDING DIVISION Lumicor products are available in a variety of surface finishes to provide different aesthetics. Not all finishes are available with all products. You can specify different finishes on each side of the sheet. Both matte and gloss finishes can be resurfaced if damaged during service (see fabrication guide on www.lumicor.com for more details). Lumicor's heavier finishes such as frost and satin provide better protection against minor surface scratches, but they can only be resurfaced to a gloss or matte finish. The following is a list of standard finishes: H - Matte K - Frost T - Diffusion A - Gloss L - Satin E - Adobe D - Sandstone U - Moire RECEIVED RESIN: CITY OF TUKWILA Lumicor is manufactured using several high performance engineering resins, including acrylic, cross - linked acrylic, and PETG. The resin used will depend on the performance AUG 1 3 2010 requirements of your project. For more information, visit www.lumicor.com or call 1.888.LUMICOR pERf AIT CENTER Updated 4/27/09 I Specification Guide! ©2009 Lumicor, Inc. All rights reserved. CORRECTION *pp.. Se) Lumicoro SPECIFICATION GUIDE Lumiclear (Acrylic) - Outstanding clarity, resistance to UV degradation, greater rigidity, and renewable surface. Lumiguard (Cross - linked Acrylic) - All the benefits of acrylic plus enhanced chemical and stain resistance. Lumiform (PETG) - Superior impact resistance, better flammability rating, and greater flexibility. PROTECTIVE FINISH OPTIONS: ChemShield is a high performance clear film that can be applied to one or both sides of Lumiclear products. With Chemshield applied, Lumicor products can be used in environments requiring superior stain and chemical resistance. ChemShield is available in all Lumicor textures, but cannot be renewed if damaged. EXPANSION /CONTRACTION: Lumicor products will expand and contract nominally with changes in temperature. Please allow for expansion / contraction when installing fasteners, hardware, frame systems, or when edge butting sheets. The formula below can be used to calculate the appropriate allowance for expansion and contraction: Lumiclear Length, Width Temperature Coefficient Expansion or Thickness X Change X of Thermal Expansion = Allowance Imperial Inches X °F X .00003 = Inches Metric mm X °C X .000054 = mm Lumiguard Length, Width Temperature Coefficient Expansion or Thickness X Change X of Thermal Expansion = - Allowance Imperial Inches X °F X .00004 = Inches Metric mm X °C X .00007 = mm Lumiform Length, Width Temperature Coefficient Expansion or Thickness X Change X of Thermal Expansion = Allowance Imperial Inches X °F X .00005 = Inches Metric mm X °C X .00009 = mm Example: A 48 "x96" Lumiclear panel will be installed an office building near the entrance. The coldest temperature of the panel in that location over the entire year is expected to be 50 °F, and the warmest is expected to be 90 °F. The temperature change will then be 40 °F. The height would then change 0.115" from the coldest to the warmest temperature exposure, and the width would change 0.058 ". For more information, visit www.lumicor.com or call 1.888.LUMICOR p.2 of 3 Updated 4/27/09 1 Specification Guide 1 ©2009 Lumicor, Inc. All rights reserved. Lumicor. SPECIFICATION GUIDE WEIGHT: All weights are estimated; actual weights will vary depending on decor. Recycled glass, shells, and sheet metal products will weigh more than indicated in the charts below. Lumiclear and Lumiguard W 1/8" 5/32" 3/16" 1/4" 3/8" 1/2" 3/4" 1" Thickness In 0.118 0.16 0.196 0.236 0.354 0.472 0.708 0.944 mm 3.0 4.1 5.0 6.0 9.0 12.0 18.0 24.0 Weight per square foot Lbs /ft2 0.73 0.99 1.21 1.46 2.19 2.92 4.38 5.84 Weight per square meter ka /m2 3.57 4.84 5.92 7.13 10.70 14.27 21.40 28.53 48 "x96" sheet Lbs 23.4 31.7 38.8 46.8 70.1 93.5 1 40.3 187.0 1219x2438 mm sheet kg 10.6 14.4 17.6 21.2 31.8 42.4 63.6 84.8 48"x120" sheet Lbs 29.2 39.6 48.5 58.4 87.7 116.9 175.3 233.8 1219x3048 mm sheet kg 13.3 18.0 22.0 26.5 39.8 53.0 79.5 106.0 59 "x120" sheet Lbs 36.5 49.5 60.7 73.0 109.6 146.1 219.1 292.2 1499x3048 mm sheet kg 16.3 22.1 27.1 32.6 48.9 65.2 97.8 130.4 Lumiform 1/8" 5/32" 3/16" 1/4" 3/8" 1/2" 3/4" 1" Thickness �n 0.118 0.16 0.196 0.236 0.354 0.472 0.708 0.944 mm 3.0 4.1 5.0 6.0 9.0 12.0 18.0 24.0 Weight per square foot Lbs /ft2 0.78 1.06 1.29 1.56 2.34 3.12 4.68 6.24 Weight per square meter kg /m2 3.81 5.16 6.32 7.61 11.42 15.23 22.84 30.45 48 "x96" sheet Lbs 2_�4 9 33.8 41.4 49.9 74.8 99.8 149.7 199.6 1219x2438 mm sheet kg 11.3 15.3 18.8 22.6 33.9 45.2 67.9 90.5 48 "x120" sheet Lbs 31.2 42.3 51.8 62.4 93.6 124.7 187.1 249.5 1219x3048 mm sheet kg 14.1 19.2 23.5 28.3 42.4 56.6 84.9 113.1 59"x120" sheet Lbs 39.0 52.9 64.7 78.0 116.9 155.9 233.9 311.8 1499x3048 mm sheet kg 17.4 23.6 28.9 34.8 52.2 69.6 104.3 139.1 DISCLAIMER: This data is based on information believed to be reliable. The information is offered in good faith, but without guarantee, as conditions and method of use are beyond the control of Lumicor, Inc. Lumicor, Inc. recommends that prospective users determine the suitability of Lumicor materials before purchasing. In no case is Lumicor, Inc. liable for direct, consequential, economic, or other damages. Lumicor, Inc. disclaims all other warranties, expressed or implied, including the warranty of merchantability and fitness for a particular purpose. For more information, visit www.lumicor.com or call 1.888.LUMICOR p.3 of 3 Updated 4/27/09 1 Specification Guide I ©2009 Lumicor. Inc. All rights reserved. • Lumicor. architectural resin panels Installation Instructions A Mounting Plate #8 Flat Head Screws Mount Barrel Screw Ceiling Mount Barrel 3mm Allen Set Screw Cable Systems TRACK MOUNT To replace Mounting Plates and Mount Barrel Screws when needed. Can be used on floor or ceiling. 1/8" (3mm) Stainless Steel Cable Double Connector 3mm Allen Set Screws Single Connector 3mm Allen Set Screws Floor Mount Sleeve Spring Brass Ferrule 2mm Allen Set Screws Floor Mount Barrel #8 Flat Head Screws Mount Barrel Screw Mounting Plate Brass "T" Connector Track #5 Pan Head Screws Ceiling Mount Barrel 1. Choose appropriate mounting hardware (Mounting Plates or Track.) All hardware must be attached to structural members, floor and ceiling. 2. Attach Barrels to mounting hardware with Mount Barrel Screw. 3. Insert Cable into Ceiling Mount Barrel and tighten 3mm Allen Set Screw to secure. 4. Cut Cable to 1/8" (3mm) above fully extended Floor Mount Barrel. 5. Slide Floor Mount Sleeve and Spring onto Cable. Attach Brass Ferrule onto the end of Cable using 2mm Allen Set Screws. 6. Screw Floor Mount Sleeve onto Floor Mount Barrel. 7. Attach panels using appropriate single or double panel connectors positioned 1.5" (35mm) from the top and bottom of panels. Maximum 24" (610mm) between panel connectors. Do not over - tighten. ANCHOR CONDITIONS CONCRETE WOOD MoVntin Plate Concrete Anchors .1ZSS�?>�s f Wood Substrate �1/ 1/4" x I -5/8" (6mm x 42mm) pilot hole 5/64" (2mm) pilot hole For more information, visit www.lumicor.com or call 1.888.LUMICOR (5864267) April 2010 1 Cable System Installation 1 © 2010 Lumicor, Inc. All rights reserved. p. 1 of 1 Lumicor. architectural resin panels Installation Instructions STANDOFFS Standoff Barrel #8 Flat Head Screw Panel with Standoff Cap 13/32" (IOmm) holes BUTTON CAPS Panel with Mount Plate I /4 "- 13/32" (6mm -lOmml holes #8 Flat Head Screw Sutton Cap ANCHOR CONDITIONS HOLLOW WALL CONCRETE Stondoff Barrel 56 Hal Head Machine Screw Drywall Toggle Slandoll Bar el 55 Hat Head Screw av1 Corscre e Anchor 3/8' io_5mm1 alol hole 1/4 x 1 -5 /B" plat Hole l6mm r 47.rnml WOOD Standoff Barrel I: 581101 Head Screw n J i�Vj? it: \o Substra!e = S�lc� 5..4" i =osml plot hole Point Support Systems Before installation see the Point Support Placement Guide (www.lumicor.com /hardware - essentials) for recommended hole locations by panel gauge and dimensions. STANDOFF INSTALLATION INSTRUCTIONS 1. Hold the panel against the substrate in the desired location and mark the location of each hole on the substrate. 2. Remove panel and drill holes into the substrate where marked. For concrete substrates tap the Concrete Anchors into the pilot holes. 3. Unscrew and remove the Standoff Caps. 4. Insert screw into the larger opening in the Standoff Barrel and through the smaller opening at the opposite end. 5. Screw into the Concrete Anchor or wood substrate. For hollow walls, thread the toggle onto the screw and pinch the ends of the toggle together as you guide it into the pilot hole. Once the toggle opens on the other side of the wall gently screw into place. Do not over tighten. 6. Place the panel in position, insert standoff cap through hole and turn until snug. BUTTON CAP INSTALLATION INSTRUCTIONS 1. Hold the panel against the substrate in the desired location and mark the location of each hole on the substrate. 2. Remove panel and drill holes into the substrate where marked. For concrete substrates tap the Concrete Anchors into the pilot holes. 3. Insert screw into the hole in the Mount Plate and through the panel. 4. Screw into the Concrete Anchor or wood substrate until snug. Do not over tighten. For hollow walls, thread the toggle onto the screw and pinch the ends of the toggle together as you guide it into the pilot hole. Once the toggle opens on the other side of the wall gently screw into place. 5. Screw Button Cap onto Mount Plate until snug. For more information, visit www.lumicor.com or call 1.888.LUMICOR (5864267) p. 1 of 1 April 2010 1 Point Support System Installation 1 © 2010 Lumicor, Inc. All rights reserved. Mar 25 10 01:16p p.1 FILE COPY Permit No. nInc. Solid Waste &Equipment REVIEWED FOR CODE COMPLIANCE A P flVED SEP 0 2 2010 City of Tukwila INC DIVISION Specifications GENERAL: Dimensions Length Width Height Special modifications quoted upon request ELECTRICAL: 96" Motor 3 hp 81" Voltage 208- 230/460 VAC 60 Hz Three Phase See Chart Optional Voltage 230 VAC 60 Hz Single Phase Clear Top Opening 21" L x 46"W Minimum Load Height 40 -314" HYDRAULIC: Cycle Time 27 seconds Pump Type Vane Ram Force: Normal 18,300 lbs Rupp Capacity 3 gpm Maximum 19,500 Ibs Tank Capacity 14 gal Hydraulic Cylinder(2) Bore 2 -1/2" Ram Penetration 6" Minimum Stroke 18" Ram Facc Dimensions 48" W x 19" 14 Rod 1 -1/4" Weight See Chart Operating Pressure Normal 2,250 psi Maximum 2,400 psi CONSTRUCTION: Container Presshead Chassis Floor Sidcs 3/8" Steel Plate 3/16" Steel Plate Top 3/16" Steel Plate Sides 3/16" Steel Plate Facc 1/4" Steel Plate Floor 3/8" Steel Plate 3' C- Channel Sides 3/16" Steel Plate 3" CChannel • MODEL A WEIGHT XP-4Y-FL 58 7/8 2700 Ibs XP-6Y-FL 76 7/8 2800 Ibs CORRECTION 1) 1O — nil 1 City f Tukwila • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director August 26, 2010 King Lee PO Box 80563 Seattle, WA 98108 RE: Correction Letter #2 Development Permit Application Number D10 -159 Mizuki Japanese Buffett —17950 Southcenter Py Dear Mr. Lee, 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 Planning Department. At this time the Building, Fire and Public Works Departments have no comments. Planning Department: Stacy MacGregor at 206 433 -7166 if you have questions regarding the attaced memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) 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, Bill Rambo Permit Technician encl File No. D10 -159 W:\Pennit Center \Correction Letters\2010\D10 -159 Correction Letter #2.DOC 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 0 Fax: 206 - 431 -3665 • • PLANNING DIVISION COMMENTS DATE: August 26, 2010 APPLICANT: King Lee RE: D10 -159 ADDRESS: Mizuki Japanese Buffet 17950 Southcenter Py Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Stacy MacGregor is the planner assigned to the file and can be reached at 206 - 433 -7166. 1. Execute the conditions of file L10 -053 Minor Modification of Design Review. Reflect the necessary changes in the plans. July 16, 2010 • • of Tu Jim Haggerton, Mayor epartment of Community Development Jack Pace, Director King Lee PO Box 80563 Seattle, WA 98108 RE: Correction Letter #1 Development Permit Application Number D10 -159 Mizuki Japanese Buffett —17950 Southcenter Py Dear Mr. Lee, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building and Planning Departments. At this time the Fire and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 - 433 -7163 if you have questions regarding the attached memo. Planning Department: Stacy MacGregor at 206 433 -7166 if you have questions regarding the attaced memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) 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, ifer marshall it Technician encl File No. D10 -159 W:\Permit Center\Correction Letters\2010\D10 -159 Correction Letter #1.DOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 1 • Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: July 14, 2010 Project Name: Muzuki Japanese Buffet Permit #: D10 -159 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The occupant calculations and square footages indicated on the cover sheet are not consistent with the calculations on structural sheet S2. Buildings gross floor area is calculated differently than the net floor area for occupant calculations of occupiable floor space. Occupied area is the net inside the exterior walls and excludes unoccupied accessory areas such as corridors, stairways, toilet rooms, mechanical rooms and closets. Gross floor area includes all such areas for building area calculations within the interior side of the exterior walls. Please revise building area calculations and occupant load calculations to be consistent with the structural plans. Occupant calculations shall be identified separately and independently for the dinning/banquet area, waiting areas, kitchen areas, storage areas etc. Provide the square footage of each occupied area with a total occupant load for each area with a total for the building. (IBC Section 1002 & 1004) 2. The engineered plans show the double doors at the front entrance eliminated which is not consistent with the remaining plan set. Please provide clarification to show consistency with all plan sheets for that entrance. If the doors are to be removed, please indicate so. 3. Sheet S5 Foundation Detail shows exterior foam insulation 2 ". Provide additional notes to show exterior foam as R -10 insulation a minimum of 24 inches vertically and provide a detail for the protection of the exterior insulation above the finish exterior grade. (WSEC 1311.5) 4. Provide an engineered detail for seismically bracing the hanging Lumincor panels. 5. Show provisions for accessible parking signs with the signs bottom at 60- inches above the finish floor. Show at least one accessible parking to be van accessible with the proper signage. 6. The new storage room enclosure shows a ledger attached to the existing CMU wall. Please provide a detail to show a method of flashing at the wall ledger. Include engineer's seismic calculations for the roof ledger attachment. Calculations with details shall verify the CMU wall shall and roof ledger attachment shall be sufficient to withstand potential horizontal and vertical seismic loads. 7. In addition indicate if this is a heated space. The roof is shown to install 6" foam insulation in the roof framing. Prescriptively for a heated space that insulation shall be equivalent to R -21. The floor slab shall be provided with R -10 perimeter insulation. Please provide clarification with manufacturers specifications for the insulation. Also identify the source of heat for that room. (WSEC Table 13 -1) 8. Provide notes to indicate the new exterior doors to be weather striped. 9. Required number of bathroom fixtures shall be calculated by the accumulated number of occupants for each separate group /space. The kitchen shall be calculated as Group B at 200 square feet per occupant. The kitchen bathroom can qualify as a unisex bathroom for the kitchen and employees as long as the occupants do not exceed 15 for that area. The dining areas shall be calculated as Group A at 30 square feet per occupant. The Table specifies for each independent Group the required bathroom fixtures. Please provide those calculations for estimating the required bath fixtures per Chapter 29 of the IBC, Washington State Amendment Table 2902.1. 10. The egress plan is missing a dimension for the aisle way by the cooler at the lower left corner of the sheet. Please provide that dimension. In addition the previous letter requested the egress paths to show emergency illumination along the paths of egress. Paths of egress on the egress plan shall be indentified as a continuous line to the required exits. Those paths shall be provided with the required egress illumination of an average 1 -foot candle at the walking surface. Travel to the path of egress travel from any portion of the seating area shall not exceed 30 feet. Please revise the egress plan showing continuous paths to the exits and access to paths of travel no more than 30 -feet from any portion of the seating area. Show the emergency illumination. (IBC Section 1006 & 1014.4.3.3) 11. Previous revised sheets A8 & Al2 were submitted in a cut down size eliminating the title block and sheet numbers. In the future provide all sheets full size, consistent with the original plans. For this revision provide a full and complete plan set. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. • • PLANNING DIVISION COMMENTS DATE: July 16, 2010 APPLICANT: King Lee RE: D10 -159 ADDRESS: Mizuki Japanese Buffet 17950 Southcenter Py Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Stacy MacGregor is the planner assigned to the file and can be reached at 206 - 433 -7166. The changes to the design will trigger a minor modification to design review. An application is necessary and approval is needed prior to issuance of your building permit. Provide the following items. When I review the plans, I will be looking for: • How the trash enclosure area interacts with the awning and connects to the walls. • Recycling is not shown in the dumpster area. Recycling storage space shall be provided at 3 sf for every 1,000 sf of gross floor area. • How the metal roof works as a new element. It may be appropriate to change the existing fabric awnings to metal awnings to pull these features together. • How the addition of the front entrance interacts with the existing facade. Provide elevations and renderings of the front addition and the trash edition. • Provide the materials and colors used for the 2 additions. Use colors and finishes that relate to the existing surfaces and colors so the building appears as one integrated structure. • The new exit door on the south side does not have a paved path to provide exiting. Show the path and the impacts to the existing mature vegetation. Every effort should be made to preserve the existing landscaping. Show tree protection measures to protect the mature trees. Provide a landscape plan if there are any impacts to the existing vegetation. Review the design review criteria at TMC 18.60. From the changes proposed, it appears that the following shall be submitted to address the chances in the approved design: 1. One set of all plans reduced to 8 1/2" by 11" or 11" by 17 ". 2. Completed and notarized Affidavit of Ownership and Hold Harmless Permission to Enter Property (1 copy attached). 3. Application Fee: $543 for minor modification 4. Dimensioned and scalable building elevations with keyed colors and materials. Show mechanical equipment and/or any proposed screening. 5. Color and materials board accurately representing the proposed project. 6. A rendering or photo montage showing the project in context is recommended. If submitted it must accurately show the project and be from a realistic perspective (5 to 6 feet above the sidewalk). 7. If any changes are made to the exterior lighting: Luminaire plan including location and type of street and site lighting. Include proposed fixture cut sheets, site light levels (foot - candles), and measures to shield adjacent properties from glare. 8. All proposed signage with sign designs and locations. LANDSCAPE PLAN: Provide a landscape plan for the areas where the landscaping is going to change. 9 (a) Landscape planting plan that meets the standards at TMC 18.52 by a Washington State licensed landscape architect. One set of all plans and analyses shall have an original Washington State registered Landscape Architect stamp and signature. Plans must include the type, quantity, spacing and location of all plantings. Maximum size 24" x 36 ". (b) Show all existing trees to be retained and any tree protection measures required (for example fencing at drip line). • • MEMORANDUM www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards TO: PW DEPT. — Robin Tischmak, P.E., City Engineer Cyndy Knighton, Senior Transportation Engineer bM FROM: PW DEPT. — David McPherson, Development Engineer DATE: July 8, 2010 SUBJECT: Mizuki Japanese Buffet 17950 Southcenter Pkwy Traffic Concurrency & Impact Comments Building Permit no. D10 -159 The following was sent to Vince Geglia (TraffEx) by e -mail. "Reference theTraffic Impact Fee &Traffic Concurrency Test Fee for the proposed Mizuki Japanese Buffet at 17950 Southcenter Pkwy - Building permit D10 -159. (1) The Ordinance states that a credit may be given if the building has not been vacant for more than 12 months. The City could evaluate utility records if teOwner believes that the building has not been vacant for more that one year. (2) Otherwise the Traffic Concurrency Test Fee based on 9,023 sq ft of gross floor area (for Eatery) is $8,100.00. With a credit the fee would be $8,100.00 - $4,050.00 (Retail) = $4,050.00. (3) TheTransportation Impact Fee per Public Works Bulletin A3 would be based on 9,023sq ft of gross floor area (for Restaruant) in Zone 1. Without a credit the fee would be 9,023sq ft x $9.56 per sq ft = $86,259.88. With a credit the fee would be$9.56 per sq ft- $3.17 per sq ft (Misc. Retail Sales) = $6.39 per sq ft x 9,023 sq ft = $57,656.97. (4) TheOwner /Applicant can provide a Traffic Trip Generation Study showing the Net PM Peak Hr. trips. Our Senior Transportation Engineer suggested that you could use (LU - 814 / Specialty Retail) and (LU -932/ Quality Restaurant) or (LU -933 / High Turnover sit -down Restaurant) for the study. The study would be evaluated by our Senior Transportation Engineer and our City Engineer for City approval. (5) A TripGeneration Study may show a higher Traffic Impact Fee than the $86,259.88 based on our Bulletin A3. Feel free to contact me, if you have questions /comments. If you haveTechnical questions regarding your Study, you may contact - Cyndy Knighton, Senior Transportation Engineer at 206-431 - 2450cknighton( /i ci.tukwila..wa.us Robin Tischmak, P.E., City Engineer at 206-431-2455rtischmak@ci.tukwila.wa.us rr,ci.tukwila.wa.us Thank you. Dave Page 1 of 2 H: \DEV PROJECTS \mizuki japanese buffet 062210 \memo traffic eoncun•ency & impact070810.doc • • David H. McPherson Development Engineer Public Works Department City of Tukwila dmcpherson@ @ci.tukwila.wa.us 206- 431- 2448" See attached Trip Generation letter from TraffEx. The Manager of Mizuki Japanese Buffet is asking for a quick turn- around on their Building Permit no. D10 -159. »> "Vince Geglia - TraffEx" vince @nwtraffex.com> 06/29/2010 4:37 PM Dave, Below is my contact information. I understand from our conversation there is a possibility of a credit for trips generated from the previous use of the site (Shane Jewelers) against the traffic impact fee and concurrency application fee if the building has not been vacant for too long a period as defined in the City ordinances. Let me know of your findings. Thanks, Vincent J. Geglia Principal TraffEx 11410 NE 124th St. #590 Kirkland, WA 98034 Phone: 425 - 522 -4118 Fax: 425 - 522 -4311 Page 2 of 2 H: \DEV PROJECTS \mizuki japanese buffet 062210\ memo traffic concurrency & impact 070810.doc • CITY OF TUKWILA Public Works Department Permit Center 6300 Southcenter Blvd , Suite 100 Tukwila. WA 98188 us Permit PerniitNo. D 09 157 r Only! TRAFFIC CONCURRENCY CERTIFICATE A PPLIC.ATION APFhc4tions and plans mus b :Trirdele culet to he accepted for r,:tit review Aciplicat:uns %kill nut b.c ncept‹d dud nigh It Triad oy fd,; • ' Print • " SITE LOCATION King (.:o AS5C'S$1,t'S TaX N,i _ 2 oo.2o.±, Site Address: / 7150 ..570(.114174q0-k 72:X(4)x ___________ _ Suiti Numbir T =AM N4mn -TahilIA4 _ Property Owners Name- Lee_Levrne... / A.1.044.4m_ _LbLestinenits 1-1--C.... Mstluig AddreS5. /02 762 .N /SW, Aye,. .___ ___ _z_ca2.44 ....,___ _ A1-r 3-17/5 _ .,„ cirr Stylr re of Existing Use SVC OF EXi!Stittir Use 5 2-3 Sr - 13 existing but Wing vscent? Yens Ettr he:w lone - — - coivrAcr PERSON - Who do We *heti your TonTurrency certificate it ready rn f issued Narnel flay Te erthoric. .2573 Tee 4- M.3-,iing A ddress. _ 34th. _r_ 0/ erA/ W4 1 3 Mall A Wm-as. ..jOh Scope of Work (please provide detailed inform:anon)._ _ Soo sf do7ne'3 renionseLs_aielry1-.0re ." 640 nen Fax Numb-e7 A.S. 3 83/- P-8 71 VolowiM~Monwrrn 1 Yr.e_Of M: L New [ijf Addltion idChartge of 'is c Reimide I J 1, brit 1 imp Tis-‘, r mein Type (it-Proposed Use _re _5 Art in.-.44,1- Sic:: 1),1,- Ptilpt-Aet1 ;o: PE.RN-11T APPLICATION N(DTES - ........ ____... .. Eipir„,,,n_ The continency tee nonce shall expire 90 dait.i after ;valance un!exs the vpl■cmii xiitiont: .1 '.:,'I'dt i-, .0.e, A. • ■tme:11:-,:ofi r TMC 21 04 Irrhe submittal is made within 91} days, the test nerrii.e Shail be vaii't far :-.Irte c.:11eral ?I':): .!-!'"! 'Iv.; :).-,:.. 1:■1 ',;,,.14r , .: ..i r, ••■ the associated development permit or blintbrig, perms is apprlind, the nr li Con..;:;:Terlz:i :eitifiCalc 5.' :ffi he 431‘.1!..); 2 vcarl 0! ..,:ri dv'e1oPet possesses a valid budding ptrrnit for the development Ft tensorts in,4-,, tie grint.fli m 3.:*ccit■fne..e w oh •i•Nfi. q 5i) Transferability - A certificate of cenclurenr. y ;5 my! trasy$rad5le t,t) r■the, lard, 1.-;t may be. transferred tr.., ri,„..x riwr-r,rx Of the .,igiriul ;iaa.1 A ccruficatc of concon'encY shall apply br1?Yro t1tr: specific lid 114. tIrryt.„ and riterAity .1“c1,1-rd in the x•:l0„-n f,,, A i',..•.-Ctel)f,Ii!t,t NTMIt ,.• bUllding permit 1 HEREBY CERTIFY THAI- I HAI,' E RE. ) AND EX AM:N1,41 1-1‘ 7,: APP1.11 'A iiiits.: .A Nl i KNI.--)•A• -1111. SAM! 1,.-I JIF tP.11!:. 1iNnt:1:: PENALTY OF PERJURY 13Y Ttlf LAW*, )1-: p . 1 1 : , ,,1T t uf. I A 4\ S.1.:1‘,:t_11 iiN. A \ I I AM Ai.r".1!:11:1.1.i:ii if': 4 pH y 14-u.: 'i !ifs pi:itt:.; PROPERTY OWNE OR] IITIR)1141' _D AGENT: Signature: , Print Narne:2-15,6.&_kM_14-41.1-___ Mailmg Address Day Tetr.pliine — 886 Dq43 idaj Date Apulicutiorl Acceptexi Dt An11.c ark ri Iwom r S•:0 INCOMPLETE isq staff It-0'13N RECEIVED JUL 07 2010 CORAAIT l!CAITCD • • Traffar NORTHWEST TRAFFIC EXPERTS 11410 NE 124th St. #590 Kirkland, WA 98034 Phone: 425.522.4118 Fax: 425.522.4311 July 6, 2010 Mr. John KM Wah 1426 S. 324TH ST. Suite #201 Federal Way, WA 98003 Re: Mizuki Japanese Buffet — City of Tukwila Trip Generation Analysis Dear Mr. Wah: We are pleased to submit this trip generation letter report for the proposed Mizuki Japanese Buffet project located at 17950 Southcenter Pkwy. in the City of Tukwila. According to the City of Tukwila, a trip generation analysis is required to estimate the net increase in PM peak hour trips due to the change in use of the existing building. The traffic mitigation fees will be based on the net increase in trips. We have reviewed the site plan and surrounding street network, and have prepared this trip generation analysis in accordance with City of Tukwila ordinances and our conversations with City staff. PROJECT DESCRIPTION Figure 1 shows the proposed site plan. A proposed 500 sq. ft. addition for garbage containers will increase the existing building area from 8523 sq. ft. to 9023 sq. feet. The building is located in an existing shopping center on the northeast corner of Southcenter Pkwy and South 180th Street. The building was formerly occupied by the Shane Company Jewelry store until approximately May of 2009. A pre- application conference for converting the building to the Japanese Buffet restaurant was held at the City of Tukwila in March 2010. This indicates the building was not vacant for a time period exceeding 12 months before the permitting process began for the Mizuki Japanese Buffet. • • Mizuki Japanese Buffet July 6, 2010 Paae 2 Traffar TRIP GENERATION Trip Generation Table 1 shows the vehicular trips expected to be generated by the proposed Mizuki Japanese Buffet during an average weekday and during the AM and PM street traffic peak hours. The trip generation is calculated using average rates and equations from the Institute of Transportation Engineers (ITE) Trip Generation, Eighth Edition, for a Quality Restaurant (ITE Land Use Code 931). This land use is the closest match for the proposal. TABLE 1 MIZUKI JAPANESE BUFFET TRIP GENERATION TIME PERIOD AVERAGE TRIP RATE TRIPS ENTERING TRIPS EXITING TOTAL Mizuki Japanese Buffet (9,023 square feet) Average Weekday 89.95 (50°8/0) 406 (50 %) 812 AM Peak Hour 0.81 4 (50 %) 3 (50 %) 7 PM Peak Hour 7.49 67% 33% 68 A vehicle trip is defined as a single or one direction vehicle movement with either the origin or destination (exiting or entering) inside the proposed development. These trip generation values account for all site trips made by all vehicles for all purposes (including customer, employee, visitor, and service and delivery vehicle trips). Mizuki Japanese Buffet July 6, 2010 Pane 3 • • Traffak Net Trip Generation The trips generated by the proposed Mizuki Japanese Buffet minus the trips generated by the previous use, equals the net new trips generated by the conversion. The existing building was previously used as a jewelry store. There is no specific ITE land use code for a jewelry store. Therefore, the generalized land use of a Shopping Center (ITE land use code 820) was used to estimate trips by the previous use. The shopping center is one of the most studied land uses by the ITE and reflects the trips generated by a variety of retail stores including a jewelry store. Also, the building to be converted is located within a shopping center. Table 2 below shows the estimated net increase of 36 PM peak hour trips resulting from converting the jewelry store to a Japanese buffet. TABLE 2 NET INCREASE IN PM PEAK HOUR TRIPS Land Use Trip Rate Per 1000 sq. ft. Building Area (1000 sq. ft.) Trips* Japanese Buffet trips 7.49 9.023 68 Minus Jewelry Store trips 3.73 8.523 -32 Net increase trips 36 * Trips = trip rate x area ESTIMATED TRAFFIC IMPACT MITIGATION FEE Using ITE Trip Generation rates, this report shows there should be a net increase of 36 PM peak hour trips resulting from converting the jewelry store to a Japanese buffet. For a new restaurant in zone 1, the City would normally require a traffic impact fee of $9.56 per sq. ft x 9023 sq. ft. = $86,260. That breaks down to $1,268.53 per PM peak hour trip ($86,260/68 trips). The estimated mitigation fee for the net new 36 peak hour trips therefore is 36 trips x $1,268.53 = $45,667.08. • • Mizuki Japanese Buffet July 6, 2010 Paae 4 Traffmr ESTIMATED TRAFFIC CONCURRENCY APPLICATION FEE The City of Tukwila would normally charge a traffic concurrency application fee of $8,100 for a 9,023 sq. ft. restaurant. That breaks down to $119.12 per PM peak hour trip ($8,100/68 trips). The estimated traffic concurrency application fee for the net new 36 peak hour trips therefore is 36 trips x $119.12 = $4,288.32 SUMMARY, CONCLUSIONS AND RECOMMENDATIONS Based on the above information and analysis we recommend a traffic impact mitigation fee of $45,667.08 and a traffic concurrency application fee of $4,288.32. If you have any questions, please call 425 - 522 -4118. You may also contact us via e-mail at vinceOnwtraffex.com or lany a(�nwtraffex.com. Very truly yours, Vincent J. Geglia Principal TraffEx Larry D. Hobbs, P.E. Principal TraffEx imnimuimmu1mIbimmil n_ I Ehil): PROPOSED SITE 8523 square feet with OO square feel of exterior addition haw Mizuki Japanese Buffett Site Plan Figure 1 • • Traffar NORTHWEST TRAFFIC EXPERTS' 11410 NE 124th St. #590 Kirkland. WA 98034 Phone: 425.522.4118 Fax: 425.522.4311 July 6, 2010 Mr. John KM Wah 1426 S. 324TH ST. Suite #201 Federal Way, WA 98003 Re: Mizuki Japanese Buffet — City of Tukwila Trip Generation Analysis Dear Mr. Wah: We are pleased to submit this trip generation letter report for the proposed Mizuki Japanese Buffet project located at 17950 Southcenter Pkwy. in the City of Tukwila. According to the City of Tukwila, a trip generation analysis is required to estimate the net increase in PM peak hour trips due to the change in use of the existing building. The traffic mitigation fees will be based on the net increase in trips. We have reviewed the site plan and surrounding street network, and have prepared this trip generation analysis in accordance with City of Tukwila ordinances and our conversations with City staff. PROJECT DESCRIPTION Figure 1 shows the proposed site plan. A proposed 500 sq. ft. addition for garbage containers will increase the existing building area from 8523 sq. ft. to 9023 sq. feet. The building is located in an existing shopping center on the northeast comer of Southcenter Pkwy and South 180th Street. The building was formerly occupied by the Shane Company Jewelry store until approximately May of 2009. A pre - application conference for converting the building to the Japanese Buffet restaurant was held at the City of Tukwila in March 2010. This indicates the building was not vacant for a time period exceeding 12 months before the permitting process began for the Mizuki Japanese Buffet. • • Mizuki Japanese Buffet July 6, 2010 Page 2 Trafffer TRIP GENERATION Trip Generation Table 1 shows the vehicular trips expected to be generated by the proposed Mizuki Japanese Buffet during an average weekday and during the AM and PM street traffic peak hours. The trip generation is calculated using average rates and equations from the Institute of Transportation Engineers (ITE) Trip Generation, Eighth Edition, for a Quality Restaurant (ITE Land Use Code 931). This land use is the closest match for the proposal. TABLE 1 MIZUKI JAPANESE BUFFET TRIP GENERATION TIME PERIOD AVERAGE TRIP RATE TRIPS ENTERING TRIPS EXITING TOTAL Mizuki Japanese Buffet (9,023 square feet) Average Weekday 89.95 (50%) (50%) 812 AM Peak Hour 0.81 4 (50 %) 3 (50 %) 7 PM Peak Hour 7.49 46 (67 %) 22 (33 %) 68 A vehicle trip is defined as a single or one direction vehicle movement with either the origin or destination (exiting or entering) inside the proposed development. These trip generation values account for all site trips made by all vehicles for all purposes (including customer, employee, visitor, and service and delivery vehicle trips). • • Mizuki Japanese Buffet July 6, 2010 Page 3 Traffj Net Trip Generation The trips generated by the proposed Mizuki Japanese Buffet minus the trips generated by the previous use, equals the net new trips generated by the conversion. The existing building was previously used as a jewelry store. There is no specific ITE land use code for a jewelry store. Therefore, the generalized land use of a Shopping Center (ITE land use code 820) was used to estimate trips by the previous use. The shopping center is one of the most studied land uses by the ITE and reflects the trips generated by a variety of retail stores including a jewelry store. Also, the building to be converted is located within a shopping center. Table 2 below shows the estimated net increase of 36 PM peak hour trips resulting from converting the jewelry store to a Japanese buffet. TABLE 2 NET INCREASE IN PM PEAK HOUR TRIPS Land Use Trip Rate Per 1000 sq. ft. Building Area (1000 sq. ft.) Trips* Japanese Buffet trips 7.49 9.023 68 Minus Jewelry Store trips 3.73 8.523 -32 Net increase trips 36 * Trips = trip rate x area ESTIMATED TRAFFIC IMPACT MITIGATION FEE Using ITE Trip Generation rates, this report shows there should be a net increase of 36 PM peak hour trips resulting from converting the jewelry store to a Japanese buffet. For a new restaurant in zone 1, the City would normally require a traffic impact fee of $9.56 per sq. ft x 9023 sq. ft. = $86,260. That breaks down to $1,268.53 per PM peak hour trip ($86,260/68 trips). The estimated mitigation fee for the net new 36 peak hour trips therefore is 36 trips x $1,268.53 = $45,667.08. • • Mizuki Japanese Buffet July 6, 2010 Page 4 Traffaly ESTIMATED TRAFFIC CONCURRENCY APPLICATION FEE The City of Tukwila would normally charge a traffic concurrency application fee of $8,100 for a 9,023 sq. ft. restaurant. That breaks down to $119.12 per PM peak hour trip ($8,100/68 trips). The estimated traffic concurrency application fee for the net new 36 peak hour trips therefore is 36 trips x $119.12 = $4,288.32 SUMMARY, CONCLUSIONS AND RECOMMENDATIONS Based on the above information and analysis we recommend a traffic impact mitigation fee of $45,667.08 and a traffic concurrency application fee of $4,288.32. If you have any questions, please call 425 - 522 -4118. You may also contact us via e-mail at vincetu'�.nwtraffex.com or IamAnwtraffex.com. Very truly yours, Vincent J. Geglia Principal TraffEx Larry D. Hobbs, P.E. Principal TraffEx ` 111111111111111111111111111111111111111} r r, Tarr Mizuki Japanese Buffett Site Plan PROPOSED SITE 8573 square fcet with AO square feet of exterior addition CIO= SLIM Figure 1 June 23, 2010 • of Tu Jim Haggerton, Mayor Department of Community Development King Lee PO Box 80563 Seattle, WA 98108 RE: Incomplete Letter #1 Development Permit Application D10 -159 Mizuki Japanese Buffet — 17950 Southcenter Py Dear Mr. Lee, Jack Pace, Director This letter is to inform you that your permit application received at the City of Tukwila Permit Center on June 17, 2010 is determined to be incomplete. Before your application can continue the plan review process the attached /following items from the following department(s) need(s) to be addressed: Building Department: Allen Johannessen at 206 433 -7163 if you have any questions regarding the attached comments. Public Works Department: Dave McPherson at 206 431 -2448 if you have any questions regarding the attached comments. Please address the attached comment 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, Enclosures File: D10 -159 arshall hnician W:U'ermit Center \Incomplete Letters\2010\D10- 159 incomplete Ltr #1.DOC 6300 Southcenter Boulevard, Suite #100 a Tukwila, Washington 98188 o Phone: 206 - 431 -3670 0 Fax: 206 - 431 -3665 • • Tukwila Building Division Allen Johannessen, Plan Examiner Determination of Completeness Memo Date: June 22, 2010 Project Name: Mizuki Japanese Buffet Permit #: D10 -159 Plan Review: Allen Johannessen, Plans 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. Please provide a completed 2006 Nonresidential Washington State Energy Code compliance form with interior lighting summary. 2. Provide a revised egress plan that only identifies the emergency paths of egress leading to the exits. Provide dimension for paths of travel. Emergency illumination shall be provided on those emergency paths of travel that meets the average 1 -foot candle at the walking surface. Other paths of travel to storage rooms, bathrooms and other such exempt rooms shall not be required to show emergency illumination and therefore shall not be identified as egress paths. (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. r • • CITY OF TUKWILA PUBLIC WORKS DEPARTMENT REVIEW COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards DATE: June 22, 2010 PROJECT: Mizuki Japanese Buffet 17950 Southcenter Parkway South TL no. 352304 -9123 Review Comments PERMIT NO: D10-159 PLAN REVIEWER: Contact David McPherson at (206) 431 -2448, if you have any questions /comments regarding the following comments. 1. Verify how long the Mizuki Japanese Buffet Building has been vacant. 2. Provide a completed Traffic Concurrency Certificate Application. Test Fee based on 5,001 to 10,000 gross floor area (for Eatery) is $5,400.00; due at issuance of this Building Permit. (see enclosed application) 3. A Transportation Impact Fee applies to this permit (see PW Bulletin A3 - enclosed). Transportation Impact Fee based on 9,023 gross floor area (for Restaurant) in Zone 1 is $86,259.88; due at issuance of this Building Permit. 4. Provide a completed Public Works permit fee estimate sheet. (For Public Works activities only including — grease interceptor, erosion control, domestic water backflow (RPPA w /HotBox), and any water /sanitary sewer /storm drainage work outside the building. (see PW Bulletin A2 enclosed) 5. Provide a completed King County Metro Non - Residential Sewer Use Certificate form and list only the new plumbing fixtures and not the ones being replaced -in -kind. (see enclosed form) 6. Your plan sheet S3 shows a new 2,750 gallon grease interceptor to be installed. Revise grease interceptor per City of Tukwila standard detail SS -14. (see detail SS -14 enclosed) Interceptor shall be double baffle per detail SS -14. Interior plumbing modifications may be needed as only gray water from sinks, floor drains, drains under garbage compactors are routed through the interceptor. DO NOT route dishwashers through the interceptor. 7. Provide grease interceptor size calculations. 8. Provide a sanitary sewer drain for the new trash enclosure area. This area shall be routed to the new grease interceptor. Show and label on a plan sheet. 9. In accordance with Washington State Department of Health guidelines for Group A Public Water Systems, Public Works has implemented a cross - connection control program to protect the public water system from contamination via cross - connection. The City has determined that the Mizuki Japanese Buffet building has deficiencies on domestic, fire, and irrigation backflow devices; requiring the following upgrades. • a) Domestic Water Service A Reduced Pressure Principle Assembly (RPPA), previously called a Reduced Pressure Backflow Assembly (RPBA), shall be installed immediately downstream of the existing 1.5 -inch domestic water meter. Installation at another location requires approval by the Director of Public Works. The RPPA shall be installed in a Hot Box/Hot Rock or equal freeze protection enclosure anchored to a minimum 4" thick concrete pad. Public Works recommends, but does not require, a power supply for the freeze protection enclosure. Please specify RPPA size, manufacturer, and model number on plans and submit a cut sheet for the proposed device. Show location of the new RPPA on a plan sheet. b) Landscape Irrigation The annual test required by the Washington State Department of Health for the existing irrigation backflow device (DCVA) is past due. Please have the backflow device tested by a certified tester and submit passing test report to Public Works. c) Fire Prevention The annual test required by the Washington State Department of Health for the existing Fire (DCDVA) is past due. Please have the backflow device tested by a certified tester and submit passing test report to Public Works. 4Dp )I• Y■ PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -159 DATE: 03 -24 -11 PROJECT NAME: MIZUKI JAPANESE BUFFET SITE ADDRESS: 17950 SOUTHCENTER PY Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 5 After Permit Issued DEPARTMEN S: &Tding ivision Public Works n ire Prevention l�7 Structural Planning Division ❑ Permit Coordinator M DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: tgs Incomplete DUE DATE: 03-29-11 Not Applicable 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 Structural Review Required ❑ No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 04 -26-11 Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 *PEWIT PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -159 DATE: 01 -10 -11 PROJECT NAME: MIZUKI JAPANESE BUFFET SITE ADDRESS: 17950 SOUTHCENTER PY Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 4 After Permit Issued DEPARTyTTS: Puilding Division j)4 �- —‘1 ublic s Rh. N /A- �.— �-i ( re Prevention J Structural Plannin Division Permit Coordinator t DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 01-11-11 Not Applicable n Comments: 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 Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 02 -08-11 Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 r PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -159 DATE: 12/07/10 PROJECT NAME: MIZUKI JAPANESE BUFFET SITE ADDRESS: 17950 SOUTHCENTER PY Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 3 after Permit Issued DEPARTMENT :0�� Xing ivision I Public Works ❑ Fire Prevention Structural Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12/09/10 Complete Comments: Incomplete ❑ Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Building Please Route n Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 01/06/11 Approved Approved with Conditions Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 • PLAN REVI • R611-ING SLIP ACTIVITY NUMBER: D10 -159 DATE: 12 -01 -10 PROJECT NAME: MIZUKI JAPANESE BUFFET SITE ADDRESS: 17950 SOUTHCENTER PY Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 2 After Permit Issued DEPARTMENTS: Building Division Public Works Fire Prevention Structural Planning Division n Permit Coordinator jJ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 12 -02-10 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: Structural Review Required ❑ No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved Notation: n Approved with Conditions n DUE DATE: 12 -30-10 Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 •ERT COOM COPY• PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -159 DATE: 10/28/10 PROJECT NAME: MIZUKI JAPANESE BUFFET SITE ADDRESS: 17950 SOUTHCENTER PY Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # X Revision # 1 after Permit Issued DEPARTMENTS: P Wit° ui din ivision Public Works fire Prevention�I��,® Structural n 5rA N/ Planning Division Permit Coordinator • DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 11/02/10 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES /THURS ROUTING: Building Please Route" Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 11/30/10 Approved Approved with Conditions U Not Approved (attach comments) U Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 4) PE 1�',•r�t� ...fit �,•.. ,p .`o �� :A:s ;ti,rC�:P PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -159 DATE: 08 -30 -10 PROJECT NAME: MIZUKI JAPANESE BUFFET SITE ADDRESS: 17950 SOUTHCENTER PY Original Plan Submittal X Response to Correction Letter # 2 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Building Division Public Works n Fire Prevention Structural S1vk ,4-WC, Planning Division RN Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 08-31 -10 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES /THURS ROUTING: Please Route l& Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved Notation: DUE DATE: 09 -28 -10 Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 • PERMIT COORD COPV• PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -159 DATE: 08/13/10 PROJECT NAME: MIZUKI JAPANESE BUFFET SITE ADDRESS: 17950 SOUTHCENTER PY Original Plan Submittal X Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued P R M NTS• Buil ing ivision Public Works #•p Fire Prevention Structural sM dev \ tit 0 Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete U DUE DATE: 08/17/10 Not Applicable [1 Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Building Please Route IT Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 09/14/10 Approved Approved with Conditions ❑ Not Approved (attach comments) Igr Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only /' CORRECTION LETTER MAILED: B1)-( �/ Departments issued corrections: Bldg ❑ Fire ❑ PIngAr PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 • PLAN ' VIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -159 DATE: 07 -07 -10 PROJECT NAME: MIZUKI JAPANESE BUFFET SITE ADDRESS: 17950 SOUTHCENTER PY Original Plan Submittal Response to Correction Letter # X Response to Incomplete Letter # 1 Revision # After Permit Issued P�RTM�NTS: building Division Public Works rire Prevention Structural 'Y1 tt��, leok, £ 1• �l�`�,u Planning bivision Permit Coordinator is DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 07-08-10 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES /THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 08 -05 -10 Approved n Approved with Conditions Not Approved (attach comments) XI Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: A`kJ,tIO Departments issued corrections: Bldg Fire ❑ PIngy. PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 OPERMITCOORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -159 DATE: 06/17/10 PROJECT NAME: MIZUKI JAPANESE BUFFET SITE ADDRESS: 17950 SOUTHCENTER PY X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPA TMENTS: B Idil rl i onCikl OkkNivk dm( Public Works 11/k I ire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 06/22/10 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: 1V 4 t LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg'() Fire ❑ Ping ❑ PW'j Staff Initials:_Gv'. -' TUES/THURS ROUTING: Building Please Route ❑ Structural Review Required n No further Review Required U REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved I—I Approved with Conditions u Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DUE DATE: 07/20/10 DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 PROJECT NAME: AA � X1/1 A � SITE ADDRESS: f l %e0 GC 9v) 441\ PERMIT NO: D ORIGINAL ISSUE DATE: 011 (t 10 REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 6C/V'-' STAFF INITIALS �OtZ� 1 `o T • 10,0-q � 1 �� Summary of Revision: e CLMOE ft ON- F-6 Nov kQ (gyp CA4A0------ l u_ SUre, `CV Fi GA LIT 1`ECL o 12 W.Ar JS Mitst ih1r�L Received by: �G`, rv.',.,1 � a k REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS STAFF INITIALS ia� —�U � 17�1O \G� la'/' �1240Iw Summary of Revision: S L.t„ret,� �,t.{.ov; ( f,,91 .e, 4-o C 1'i1 LOA, lit b� A— oii of Received by: A r\ ij A 1-i Received by: (N We( 1 (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS STAFF INITIALS 1210 t-o � 17�1O \G� la'/' Summary of Revision: �Al l ♦n a D�.j�Ol� LL Cf.l ∎ W trt� b� A— oii of Received by: A r\ ij A 1-i (please print) REVISION NO. DATE RECEIVED STAFF INIT, I�1LS STAFF INITI LS ISSUED DATE STAFF INITIALS y 1 -10—i}} W� Ok\I2 \1i r - 7 Summary of Revision: otoko\ v o U,-.,, (LDOw- 19. C VI L „vc f( c4- etki s i .c Received by: 3cA A 1...)Clk Received by: \ - A& -\ (please print) REVISION NO. DATE RECEIVED STAFF INIT, I�1LS ISSUED DATE STAFF INITIALS S 3-� -LI— t I W� Summary of Revision: Summary of Revision: .6 Iii SCY.e.en Wa IA yo 1n, a- , hoods. Received by: 3cA A 1...)Clk (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) i City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: http : / /www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 3/2 3/4 0/ ( Plan Check/Permit Number: ,v /c7 — /S ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # 8— after Permit is Issued fRevision requested by . City Building Inspects or Plans Examiner Project Name: /V I Z k} k I l3 u ET' Project Address: / 7 75-13 Contact Person: AA/ /\/6/1-c---/ f , Phone Number: ("2:_x) 3 z3 Summary of Revision: / p Dr'�L�..ii MAR 2 4 2011 RMRCENTER Sheet Number(s): d'r ' PC — "Cloud" or highlight all areas of revision including date of reviisioo -lam Received at the City of Tukwila Permit Center by: 15Q-- Entered in Permits Plus on ff H:\Applicanons \Forms - Applications On Line\2010 Apphcadons \7 -2010 - Revision Submittal.doc Created: 8 -13 -2004 Revised: 7 -2010 L • City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 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: 1// v /'/ Plan Check/Permit Number: 1,10 ❑ 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: /1; Z Lie'. /3v -{;.v? Project Address: / ? 9,D S (Ai/ c ,Pk'w7 Contact Person: Re cid y �W /71ei , P, F. Phone Number: (a5-3) P24 — 3 732 Summary of Revision: / ct.Jt -7V"— C- i41/ wKi/ a.* -0s4 - our, . r11�GcH+llrt� C Iv OF TUKWIIA Log 1 p 21111 PERMIT CENTE14 Sheet Number(s): Z "Cloud" or highlight all areas of revision including date o revision 1 Received at the City of Tukwila Permit Center by: (Entered in Permits Plus on 6'l n1 H:\Appliations\Fmms- Applicalions On Line12010 Appliatioos\7 -2010 - Revision Submittal.doc Created: 8-13 -2004 Revised: 7 -2010 RJN & ASSOCIATES 1220 South 356th St., suite A -3 Federal Way, WA 98003 January 7, 2011 CITY OF TUKWILA DCD. Attn.: Dave Larson, Senior Plans Examiner 6300 Southcenter Boulevard, suite 100 Tukwila, WA 98188 RE: Addendum to plan for Roll up door installation — Mizuki Buffet Dave, Please find a modified plan to install a Roll up door in the exterior CMU wall around the dumpster area. We also addressed the vertical dowels next to the opening which were not in place upon inspection by Cascade Testing. Should you have any questions, please feel free to contact our office @ (253) 874 -9323. Sincerely, RJN & ASSOCIATES Roddy J. Nolten, P.E. cc.: John Wah, restaurant manager. REVISION NO±L b10 -159 RECEIVED JAN 10 2011 PERMIT CENTER RJN & Associates 1220 So. 356th Street, suite A -3 Federal Way, WA 98003 • City of Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: http: / /www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 12 - 7 - (0 Plan ChecWPermit Number: D 10 - f 51 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: Contact Person: rz- Lod 1.1.35o 9 s (A--k cPt fet- 1)1!_'( ✓1 (r� Phone Number: Summary of Revision: onviltero DEC 07 � 1010 NFRMirc 153 -6 &6 074f Sheet Number(s): "Cloud" or highlight all areas of revision including date -of revision Received at the City of Tukwila Permit Center by: 11-4 Entered in Permits Plus on 11— i 110 H:.Applicanons\Forms- Applications On L11162010 Applications \7.2010 - Revision Submittal.doc Created: 8 -13 -2004 Revised: 7 -2010 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Web site: http: / /www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1)-1— ID Plan Check/Permit Number: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # 2., after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: AA 1 2 lti (C ' 3 a \)a k■eS 13 (A -R-e1 Project Address: (-7 °! S 0 Sd kl h C'e rn R p ICW Y Contact Person: }2 0 d 0(.1 Summary of Revision: Phone Number(-2 3 3) — (9-21 3 &3 RECEIVED CITV I W TIJKWJIA IDEC ;012010 PLAIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision • - - Received at the City of Tukwila Permit Center by: ar Entered in Permits Plus on H:Wpplieations\Fotms- Applications On Line \2010 Applications \7 -2010 - Revision Submittal.doc Created: 8 -13 -2004 Revised: 7 -2010 • City of Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: http: / /www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: / /24=4 Plan Check/Permit Number: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # / Fif Revision # / after Permit is Issued 7J'( `' 4 ©`ti17 ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: N IZ J K 1 J1 4 P -i Sr Project Address: R 7% & /� Contact Person: �� ,� . ✓ ' n Cr- tz� Phone Number:U:-r 2] gN-73 2 3 Summary of Revision: Ala A / " )at ct3 arvopluveD OCT 28 2010 Sheet Number(s): -`#. X 1 1,--C4". SC Z A/c -'�/ /21 "Cloud" or highlight all areas revision inc ding date of revision- • - �- - - Received at the City of Tukwila Permit Center by: l v' Entered in Permits Plus on H:\Applications \Forms - Applications On Line\2010 Applications \7 -2010 - Revision Submittal.doc Created: 8 -13 -2004 Revised: 7 -2010 • • RJN & ASSOCIATES 1220 South 356th St, suite A -3 Federal Way, WA 98003 October 26, 2010 CITY OF TUKWILA DCD. Attn.: Dave Larson, Senior Plans Examiner 6300 Southcenter Boulevard, suite 100 Tukwila, WA 98188 ciASFEZIIKWILA OCT 2 8 2010 PERMIT CENTER RE: Replacement drawings S4x. as change to Bldg. Dept. approved sheet S4 by CJR engineering, Sammamish/WA. — (Mizuki Japanese Buffet) Dave, Please find 2 dwg. sheets, S4.x1 & S4.x2 for the above project as we discussed during my front counter discussion with the owners and yourself appox. 2 weeks ago. As you will notice, the building landlord wanted the exterior walls to match the existing (Split face CMU) and there was a 16" elevation difference between the interior floor of the building and the sidewalk level. Note also that we provided a 16" non - reinforced concrete filler slab as shown. All other plan issues remained the same as approved by the City. Sh o any questions, please feel free to contact our office @ (253) 874-9323. RJN & Associates 1220 So. 356th Street, suite A -3 Federal Way, WA 98003 • City of Tukwila Steven M. Mullet, Mayor 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 Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 3/1 0 bA) Plan Check/Permit Number: D 10 -159 ❑ Response to Incomplete Letter # Response to Correction Letter # 2 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Mizuki Japanese Buffet Project Address: 17950 Southcenter Py 6 Contact Person: I<1 Li y � DA2 � 76-5 Phone Number: � t1 Summary of Revision: RECEIV MTV OF ED wILA AUG 3a2010 °Warr CENTER Sheet Number(s): LA F - 44 c~� �l j k,-( cov "Cloud" or highlight all areas of revision including date of reviissin Received at the City of Tukwila Permit Center by: r'�`-� Entered in Permits Plus ota' ? O t 0 \ applications \forms- applications on Iine\revision submittal Created' 8-13-2004 Revised: • • Correction memo — response to August 13, and Aug 26, 2010 request Permit No. D10-159 Site Address: 17950 Southcenter Parkway Project name: Mizuki Japanese Buffet Tukwila Planning Division Attn: Ms. Stacy MacGregor 206433 -7166 Date: August 30, 2010 1) CMU Block face on exterior is indicated as amended 2) Exiting canvas awning will be removed, replaced with Standing awning will be metal in burgundy 3) Doors at rear doors will be painted matching burgundy color. 4) Pedestrian path is maintained clear with 5' 5) Entrance design was corrected with the building set, and submitted prior. 6) Allied Waste was contacted and a 5 cu ft recycling bin will be placed as indicated 7) Landscape plan is attached for review Page SUP -1 Sign permit will be submitted by others (Action Sign and Design) Original o The proposed addition shall be CMU faced and shall reflect the pattern an adjacent wall section. o The roof over the proposed addition shall be standing seam metal in burgt awnings. o Paint the roll -up door and entrance door in a burgundy color that matches o Remove the canvas awnings from the area above the new addition. o Maintain a clear path of travel on the remaining sidewalk. Relocate or rer o Contact Allied Waste to determine their trash collection needs. If change: (ramps or designated space), code compliance will be reviewed at the buil o Revise the building permit set to show the entrance design submitted with o Label the awning color and material in the building permit set. o Include a landscape plan for this area showing the current landscaping, the relocated and where they will be moved to. The landscape plan shall inch existing mature vegetation during construction and transplanting instructic Future Sign Permit shall reflect: o The red used in the sign shall be the same burgundy used in the awnings. CORRECTION bto 15c1 RECEIVED AUG 3 0 2010 PERMIT CENTER n • City of Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: http: / /www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Er 34, (2_0,, Plan Check/Permit Number: (o 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: /1/44 t> �� J w,y 4'L Project Address: j % q �b $ al/ c 0-e. 17k„ti, w Contact Person: h) L.-et Phone Number: ( 1-7 3 Summary of Revision: (o ff Q C o1n�r/G�rw, Sheet Number(s): k ( 1 g; % 57- ( 57'4 4 1" " "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 (41 H:\Applications\Forms- Applications On Line\2010 Applications \7 -2010 - Revision Submittal.doc Created: 8 -13 -2004 Revised: 7 -2010 • • Correction memo — response to July 14, 2010 request Permit No. D10 -159 Site Address: 17950 Southcenter Parkway Project name: Mizuki Japanese Buffet Tukwila Building Division Attn: Mr. Allen Johannessen Date: July 30, 2010 RECEIVED CITY OF TUKWILA AUG 13 2010 PERMIT CENTER 1) Occupant calculations and square footage corrections shown on P. 1 to match P.S2 2) The double door in existing will remain, the engineered plan P.S -5 showing Elimination has been corrected. In addition, Page S -5 is eliminated; the front addition structure will not be built as earlier design. A half dome shaped sign awning will be replaced with new one where the old one was. The awning design will be made under a separated permit. Information was submitted to design review department. 3) Sheet S5 is eliminated. 4) See P._A7_ for details on hanging. Lumincor panels are very light and specification is attached. 5) Parking signs detail is shown on Page S 2 as revised. 6) See additional information regarding to new seismic calculations. 7) The additional room is not a heated space. No HVAC will be provided, it was intended for garbage and recycling trash and cold storage. 8) New exterior doors will be weather striped as noted on page 9) Required bathroom calculation is shown on P. S -2. Adequate fixtures will be provided. 10) On Page A7 missing dimension is added, and emergency illuminating lighting fixtures added which (was shown also on ceiling lighting plan P. A10 11) A8 -and A 12 title blocks are added. Contact: King Lee (206) 3963173 with questions. Thank you. • 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. 7 7-1 / ?A(� Date: Plan Check/Permit Number. . D10-159 • Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Mizuki Japanese Buffet Project Address: 17950 Southcenter Py ( Q / Contact Person: r\ ►-, L_2Q Phone Number: ` 7� b 1 6 I ( ) W * - 1- L. S = 7,00 (2 z) 1— Summary of Revision: 12c•i1 LJL wQ'( FIECEIVED TUKWILA • PERMIT CENTER Sheet Number(s): S 2 / > 3 "Cloud" or highlight all areas of revision including date of r i Received at the City of Tukwila Permit Center by: Entered in Permits Plus on `1-7'0 \applications \forms - applications on line\revision submittal Created: 8 -13 -2004 Revised: • Correction response: Project Name: Mizuki Buffet 17950 Southcenter Parkway, Tukwila, WA 98188 Permit no. D10 -159 A. Building Code Note: 1) An Interior Lighting Summary is attached with a revised page of reflected ceiling plan 2) A new egress plan is submitted with revised information B) Public work items: 1) Building was closed since April 2009 after Shane Company vacated. 2) See attached Traffic Concurrency Certificate Application prepared by Traffex Engineer 3) See Letter prepared by Traffic Engineer as attached 4) See submitted Pubic Work fee estimated sheet 5) See Non - Residential Sewer Use information filled in as attached 6) New S -3 page is revised and shows new second baffle and connection for drain from garabge waste area. 7) Interceptor size calculation by Engineer is attached 8) A sanitary sewer drain for new trash enclosure area is added, see new page S -3 9) Cross contamination control device for water line will be installed per engineer's recommendation. Cut sheet is attached. a) See attached RPPA info. b) Irrigation DCVA device will be tested with a licensed certification c) Fire sprinkler DCDVA device will be tested and certified by a licensed tester as well. Reports will be submitted as soon as work done. INCOMPJ.ETE TR# RECEIVED JUL 07 2010 PERMIT CENTER • Food and Facilities Program 401 Rah Avenue, Suite 1100 Nettle, WA 98104.1818 Rex 206 - 296 -0188 TTY war 711 wwrwldngoount gov/health July 13, 2010 Mr. King Lee c/o Monarch Trading Corp P.O. Box 80583 Beattie, WA 98108 • Public Health Seattle & King County Re: PLANS AND SPECIFICATIONS FOR: Mlsukl Buffet at 17950 Soutcenter Parkway S, Tukwila, WA 98188 SR1194385 P/E Dear Mr. Lee: Cay or 6733 (Risk 31JC 7 3 AFRO The plans and specifications for the above new project have been reviewed and, in accordance with the provisions of Title 5, the Code of the King County Board of Health (The Food Code) are hereby APPROVED and subject to the following conditions: • All prep sinks and ice machine need to be indirect plumbed. Plumbing systems shall be designed, constructed and installed according to law (applicable local, state and federal statues, regulations and ordinances). • Hot water generation and distribution systems shall be sufficient to meet the peak hot water demands throughout the food establishment. Failure to have hot water of at least 100 degrees Fahrenheit is a red critical violation. If this violation is cited three (3) times in a twelve (12) month period, the food establishment may be closed and the permit may be suspended. • All paint to be used in kitchen, service and prep areas are to be semi -gloss or gloss paint. • Ali light bulbs must be shielded where there is exposed food; clean equipment; utensils and linens or unwrapped single- service and single -use articles. • No changes shall be made without Health Department approval. Your establishment has been assigned the following plan review service number (SR1194385). Please use this SR# in all future contact with us. As required in The Food Code, upon completion of the construction and before opening for business, the food service establishment operator /owner shall: 1. Complete an application for the annual operations permit if you don't have a current permit. Include a copy of this letter when applying for the annual permit. Please call me prior to paying for your permit to verify the correct fee. Be advised that the penalty for commencing operation of a food service establishment without the required permit is 50% of the applicable permit fee. 2. Obtain a preoperational inspection approval. Contact Sid Forman at (206) 263 -8531 at least one week In advance to schedule a preoperational inspection. Be sure all other inspections (plumbing, building, etc.) are done before you call the Health Department for ail inspection. ThIs approval letter only addresses the equipment, plumbing fixture locations and finishes. It does not Include piping, grease traps, back flow prevention or .other piping systems. Your application for a food service establishment permit from Public Health - Seattle & King County may be approved during this inspection however it is the responsibility of the food service establishment operator /owner to obtain all necessary permits and approvals from other agencies. L CORRECTION *DV1l/ '� I�q � 1 . King Lee my 13, 2010 Page2of2 • 1 Operating the establishment without these required permits or approvals may subject the operator /owner to legal action by the appropriate agencies. If the establishment is opened without the Health Department preoperational inspection, it may be subject to closure. Failed preoperational inspections will require a $364 fee for a repeat inspection. Contact your local building department or water district if pre- treatment facilities are required when wastewater contains more than 100 parts per million by weight of fat, oil or grease of animal, vegetable or mineral petroleum origin. Please arrange to have your approved set of plans picked up at my office within 30 days of this approval. If you have any questions, please do not hesitate to contact me. Than you for your compliance in this matter and I look forward to working with you. Sincerely yours, Sid Forman, RS Health and Environmental Investigator III Food Planner Public Health - Seattle and King County 401 Fifth Avenue, #1100 Seattle, WA 98104 -4099 sid.formangtkingcountv.00v (206) 263 -8531 Fax: (206) 296-0189 Attachments 1 King County Department of Natural Resources and Parks Wastewater Treatment Division Itto- 15-1 Non- Residential Sewer Use Certification • To be completed for all new sewer connections, reconnections or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type 176150 Coup w et c Property Str Address u 1(4/V t (4, V✓4 'if/ City State ZIP )ohs k � VVaL Owner's Name Subdivision Name Lot # Subdiv. # Block # Building Name ale) ( 15 3)) y & ° ILO Owner's Phone Number (with Area Code) Property Contact Phone Number (with Area Code) Owner's Mailing Address 1/(4 S py S S -k;k t) -' )o 1 e_'* ;izA 9 c A. Fixture Units "- Fixture Units x Number of Fixtures = Total Fixture Units Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 02 .2 it Drinking fountain (each head) 1 .5 Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 7 9 Sink, Clinic flushing 8 8 Sink, kitchen 3 2 / n .2.0 Sink, other (service) 3 1.5 p 1,5 Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 2. 4. Urinal, waterless 0 0 Water closet, tank or valve, 1.6 GPF 6 3 5 /S Water closet, tank or valve, >1.6 GPF 8 4 Total Fixture Units I 5 Lt. Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE 54-Total No. of Fixture Units _ 20 2..7 RCE For King County Use Only Account # No. of RCEs Monthly Rate Property Tax ID # �t' ` v O 1 3 /'' 0L) Party to be Billed (if different from owner) City or Sewer District Date of Connection Side Sewer Permit # Please report any demolitions of pre - existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre- existing building? ❑ Yes ❑ No Was building on Sanitary Sewer? ❑ Yes ❑ No Was Sewer connected before 2/1/90? ❑ Yes ❑ No Sewer disconnect date: Type of building demolished? Request to apply demolition credit to multiple buildings? ❑ Yes ❑ No B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: Estimated Wastewater Discharge: Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) _ 187 C. Total Residential Customer Equivalents: (add A & B) A B 2- RCE RCE RECEIVED OTY OP TUKcwit UM 072010 PERMIT Cer ' r ~, Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be prepaid at a discounted amount. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206 - 684 -1740. I certify that the information given is correct. I understan at the capacity charge levied will be based on this information and any deviation will require resubmission of corr- tee data f.' .etermination of a revised capacity charge. Signature of Owner /Representative Print Name of Owner /Representative i✓1 W L Date Contractors or Tradespeople Peer Friendly Page • General /Specialty Contractor A business registered as a construction contractor with LEl 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 MONARCH TRADING CORP UBI No. 600465574 Phone 2067636161 Status Active Address Po Box 80563 License No. MONARTC065Q1 Suite /Apt. License Type Construction Contractor City Seattle Effective Date 11/21/1994 State WA Expiration Date 3/6/2011 Zip 98108 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date LEE, KING Cancel Date 01/01/1980 Bond Amount WONG, KAI 4 01/01/1980 LPM4078819 WOO, LILY Until Cancelled 01/01/1980 WONG, AMY /2009 01/01/1980 CBIC Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 4 COLONIAL AM CAS E SURETY OF MARYLAND LPM4078819 08/12/2009 Until Cancelled $12,000.0007/20 /2009 3 CBIC SB0540 02/14/2002 Until Cancelled 08/12/2009 $12,000.0002/20 /2002 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 8 AMERICAN ECONOMY INS CO 02BP1636127 02/14/2010 02/14/2011 $1,000,000.00.01 /22/2010 7 AMERICAN ECONOMY INS CO 028P1636126 02/14/2009 02/14/2010 $1,000,000.0002 /19/2009 6 AMERICAN ECONOMY INS CO 02BP163612 02/14/2007 02/14/2009 $1,000,000.0001 /24/2008 5 AMERICAN ECONOMY INS CO 02BP163112 02/14/2005 02/14/2007 $1,000,000.0001 /25/2006 4 AMERICAN STATES INS CO 02BP16316203 02/14/2004 02/14/2005 $1,000,000.00 02/12/2004 Summons /Complaint Information Cause County Complaint Judgment Status Payment Paid By 07 -2- 07301 -9 BETSCHART ELECTRIC CO INC KING Date: 03/05/2007 Amount: 522,171.00 Date: Amount: $0.00 Dismissed Date: Amount: https: // fortress .wa.gov /lni/bbip /Print.aspx 09/09/2010 EXISTING ROOF DECKING DETAIL I 11/2" CHAN W/ I/2" -GWB 5 @ 24" O.C. N -ONE- SIDE SECTION 1 I -1/2" METAL -TRACK FASTENED TO CORRUGATED METAL DECKING- W/ #8- I8, -1/2" TEK SCREWS 0 EA. BOT. FACE OF DECKING, STAGGERED. CHANNELS-FASTENED TO • TRACK IA1/ #8 -I8, I/2" TEK SCREWS EA. SIDE DETAIL A SCALE : 3" = I' -O" Ma MWMWMWMWMMMANOMMAIMilaWMWII HOOD II 11 11 11 11 11 11 11/2" CHANNELS ® 24" O.G. FRAMING_ - ELEVATION G REVISIONS Ka changes shall be made to the scope of work without prior approval of Tukwila Building Division. i.:TE: Revisions will require a new plan submittal and may include additional plan review fees. METAL. TRACK/ CHANNEL CONNECTOR NOTES: Is GA METAL STUD 4 ABOVE- USE #8 TEK SCREW 16 GA METAL STUD 4 BELOW- USE #IO TEK SCREW REFLECTED - PLAN _ OF TRACK - W/ #8 -I8, 1/2" TEK SCREWS if STAGGERED EXISTING ROOF DECKING DETAIL 1 SCALE : I" = I' -O" SEPARATE PERMIT REQUIRED FOR: Mechanical Electrical Plumbing El Gas Piping City of Tukwila BUILDING DIVISION ,I HOOD I REVIEWED FOR CODE COMPLIANCE APPROVED 1 APR 18 2 u i 1 � B - � Ala U LDING viRinrl 1 1/2" METAL CHANNELS ® 24" 0.C. •W/ -1/2" &WB ON ONE -SIDE Permft o. Plan review approval is subject to errors and omis tons, Approval of construction documents does not authorize the violation of any adopted or ordinance. Receipt of approved �n IC` : + t, + :. is acknowledged: SECTION A Date clty Of BUILDING TiukwUa DIVISION CURTAIN MALL PLAN AT HOODS NTS REVISIONN�- tjo- 51 ECEIVED MAR 2 4 2011 PERMIT CENTER REVISIONS 0 z rN ow 0Hw- 0� 0 Q omwrin 0-z WzoOz zJZO ZQmV P° a Z,ao OR Qzp E5o Jmi zwoo�. 020 .7 1- rA 0 0 O m O_. O. O M a v LL vt r• 1- g N 0 0 1- 0_ 0 a SHEET TITLE: 14� tkld DRAWN: RF JOB NO: 2010027 DATE: 032211 HD Roil 7 EXTEND STEEL ANGLE TO TOP OF WALL (SEE SECTION FOR BOLTING. 0 STEEL CHANNEL LINTEL STEEL ANGLE . TO BE GUT TO MATCH 1700R OPENING STRUCTURAL. - STEEL. ELEVATION ONLY SCALE : I" = II -0I. 12 1 EXISTING - #5 REBAR PLANNING APPROVED • No changes *can be made. to these plans without approval from the Planning Division of DCD Approved By: Date: —REVIEWED FOR APP1t,AlI�p�E JAa2 2011 L Cilyof BUI NG dvi �N - #5 -REBAR -7" MIN. EMBEDMENT IN SIMPSON SET EPDXY ELEVATION I , RE5AR FIX ONLY SCALE : I" = .I 10II. 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. 1 WALL ANCHOR ( 3 - TOTAL) 2 DOOR GANNISTER STEEL CHANNEL LINTEL (SEE SHEET 54.XI, CMU OPENING HEAD DETAIL FOR TYPICAL- CMU OPENING) X 4 G d 41 a :— a — 4 .• 4 • n.v DOOR TRACK 4 CANNISTER - E3OLTIN6 TO ANGLES BY INSTALLER WALL ANCHOR ® 16" O.G. (SEE DOOR FRAME/ TRACK ATTACHMENT DETAIL) SECTION AT RU -DOOR ONLY SCALE : 1/2" = 1' -0" ELEVATION 1 (BOTH SIDES OF DOOR) 5/6" 4)X 6" TITEN HD BOLT 1N SIMPSON SET EPDXY ® 16" O.G. (SEE CATALOGUE PG 31; $ 32 FOR INSTALLATION) SEPARATE PERMIT REQUIRED FOR: Mechanical Electrical lumbing Gas Piping City of Tukwila Lfz,t (:; P I a DIVISION Q' -I" X S' DOOR OPENING A SIM , A v RESAR EPDXY LOCATIONS (STRUC. STEEL NOT SHOWN FOR CLARITY) SCALE : 1/4" = I' -O" 3 "X5 "X1 /4" STEEL ANGLE EXTEND STEEL GHANNNEL TO TOP OF WALL DEM HEAVY DUTY ROLL UP DOOR BY R4S MANUFACTURING INC. 3 1/2" X I" VENT HOLES ® 12" O.C. IN 2 SLATS CAULK OR DRY PACK BETWEEN STEEL PLATE AND SPLIT FACE OW BLOCK DOOR FRAME 4 TRACK INSTALLATION SHALL BE PER MANUFACTURER'S SPECIFICATIONS FILE COPY Pinot No., w- pien out* to Nora and wisdom Approval el construction doCU l i` ' not the violation of any adopted code of Fiekt Ng, -1Z -11 City Otitiavis BUILDING DIVISION DOOR FRAME/ TRACK ATTACHMENT cn N w m s CC tr W SCALE : 2' _ - I' -0" 1 1 1 REVISION N0:1 D 1Ol5'f NORTH ELEVATION SCALE 1/4" = 1'-0" RECEIVED JAN 10 2011 PERMIT CENTER SHEET :TITLE: DRAWN: RF BID SET ONLY ! THESE DRAWINGS ARE SUBJECT TO REVISIONS PENDING LOCAL JURISDICTIONAL RE.VIEW AND ARE NOT FINAL UNTIL APPROVED - JOB -NO: 2010027 DATE: 01 -07 -2011 V X. L- SEPARATE PERMIT REQUIRED FOR: Methanical Erg Plumbing Gas POI% City of Tukwila BUILDING DIVISION REV +SIONS 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. METAL STUD CONNECTOR NOTES: I& GA METAL STUD $ ABOVE- USE #8 TEK SCREW 16 GA . METAL STUD * BELOW- USE #10 TEK SCREW .. EXISTING ROOF (METAL DECK IN CONCRETE) FILE COPY Permit No., DID Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code r ordinance. Receipt of approved Meld py : I c s ons is acknowiedget II By Date: City Of Tukwila BUILDING DIVISION 1 "4- 18 GA. MTL. TRACK CHANNEL ATTACHED TO STEEL ROOF DECK W/ 2 - #8 TEK SCREWS C� 16" 0.C. BETWEEN STUDS EXISTING STEEL TRUSSES FIRE "BLKG. © 8' REVIEWED FOR — CODE COMPANC ,A�QDQAVED LI E DEC 1 u 2U1U City of u IIa BUILDING tllslnM 1 E L 5/8" TYPE "X" GWB LATEX- PAINT, SMOOTH - FINISH 3 5/8" 22 GA. STEEL STUDS © 16" O.C. FLOOR PLATE (18 GA) ANCHORED W/ MIN. 2 1/2" CONC. NAILS 24" O.C. TYPICAL INTERIOR WALL ..SECTION cITYRNFON.p LIEU o i 2010 PERMIT CENTER SCALE : I" = I' -0" REVISION N0. DU) ok BID SET ONLY ! THESE DRAWINGS ARE SUBJECT TO REVISIONS PENDING LOCAL JURISDICTIONAL REVIEW AND ARE NOT FINAL UNTIL APPROVED U5 w 1- 0 U-0 0 2 g cn 0 -.4 co cr . . .... <19 ea CC CC 0 6. w J H 1- Lil w 2 DRAWN: RJN JOB NO: -2- 010027 DATE: 120610 -X 1 "41"110110i HIM SIMPSON L50 EA SIDE OF RAFTER 2 - #4 HOR. HOR. SOND BEAM W/ 2 - 04 0 45" O.G. 2X6 a 16" O.G. 26 GAGE STANDING SEAM METAL ROOF t0 BE DETERMINED BY OWNER PLYWD SHEATHING 2X VENTE2 RIM JOIST 2 -I6D A. RAFTER SIMPSON L50 JOIST TO PLATE a 52" O.G. 2X8 P.T. PLATE 1/2" DIA. A -BOLT W/ 3 "X3 "XI /4" WASHERS a 32" O.G. MAX. 10" MIN. EMBED., 12" FROM END (UNLESS NOTED OTHERWISE) #5 a 24" O.G. VERT. IN GROUTED CELLS SECTION 2 REVISIONS No changes shall be mad to the scope of work without prior aproval of Tukwila Building Division. NOTE: Revisions will require a new ran submittal and may include additional plan review fees. SECTION 3 METAL ROOFING OVER ,/— 5/5" PLYWD SHEATHING 12 EXISTING GM WALL FLASHING W/ CAULKING SIMPSON LU26 2X6 016" O.G. SECTION 3 SCALE : I "' = I'-O" METAL GUTTER SECTION 2 NEW GMU WALL MAT TO EXISTING CMU O N EXISTING GMU WALL 16" GONG. SLAB BEYOND W/ TO.4XWI.4 FROM M:TOP'. 4 BOT. ON APPROVED CHAIRS X x X2& EXISTING GONG. SLAB EXISTING FNDN SECTION A SCALE : /2" = I' -0" 2X6 a 16" O.G. 8D a 4" O.G. PLYWD SHEATHING 26 GAGE STANDING SEAM METAL ROOF 2X6 END RAFTER SIMPSON L50 a 52" O.G. BLOCKING a 48" O.G. 2X8 LEDGER BOA1 D, ATTACH TO EXISTING GMU WALL WITH 1/4" HILTI HIT -A THREADED ROD WITH 2" WASHER OR SQUARE PLATE, SPACED 52" O.C. THREADED: EMBEDDED A MINIMUM OF 2" INTO SUBSTRATE WITH HIT -HY 20 ADHESIVE SYSTEM SECTION I /54.X2 (SEE FOR BOND BEAM NOTES) 4 2X8 P.T. PLATE 1/2" DIA. A -BOLT W/ 5"X5"XI/4" WASHERS ®'48" O.G. MAX. 10" MN. EMBED., 12" FROM END (UNLESS NOTED OTHERWISE) #5 a 24" O.G. VERT. IN GROUTED 'CELLS SECTION 4 ■ I NOTE: JAMB DETAIL SIMILAR EXISTING GMU WALL 5/8" ALL THREAD ANCHOR BOLTS o 12" STEEL CHANNEL SGTION VIEW 50' -O" HEAD CHANNEL (SEE SECTION) • - JAMB CHANNEL (SEE SECTION) 3/8" ALL THREAD ANCHOR BOLTS 12" O.G. GMU OPEN I NO I-fEAD PETA I L SCALE : 1/2" = 1' -0" (SEE CITY APPROVED DETAIL ON SHEET 54, GJR ENGINEERING) FILE COPY Pem1t No., 910— I 1 Plan review apprc cal b subject to enas and omissions. Approval of construction d0s # not authorize the violation of an adopted code 6 ordinance. Receipt of approved Field ; �' . ' ' 's acknowledged: BY Date: 38' -0" la' -6" 16' -0" I 7:_0:: 5' -0" 14'. -6" I City Of Tiukwita BUILDING DIVISION r® ® ® ®i : /AIMa�aAVAMM A®Wo®®a®w ®r ® ®r ® ® ®ss®�� 16" THICK CON OVER EXISTIN SECTION I FO . FILLER SLAB SLAB (SEE REINFORCEMENT) GONG. RAMP 1:12 MAX. SLOPE i REVIEWED FOR CODE COMPLIANCE t 000nVED DEC 08 2U J Pt_ A'— City o i kwiIa BUILDING IVINI®N EXISTING GONG. SLAB SECTION G /54.X2 SECTION 15/54.X2 DIREGTION 0 FACE -GRAIN FOUND, TFON/ PARTIAL ROOF FRAMIN2 PLAN LINE or EXISTING SIDEWALK 'O' -0" 1' -O" erAlln=r/r■VIO'AaVAFAWArAWAPIIIIIP'ArAIIPAPAIPrArddllrArAIPMWArAdllVAIAMrArdllrArAIIIAEIWAIIYAr.WAIEE GMU HALL TO MATCH EXISTING GMU WALL TO MATCH EXISTING 41' -6" X 10' -6" PRE -FAB WALK -IN F.r. +1.33' 3' -O RAuP MP 1:12 MAX. SLOPE FP +0.0' LANDING IS MIN.. 56" IN TH DIRECTION OF TRAVEL. LANDING WIDTH: 15 NOT TO BE LESS THAN RAMP WIDTH. F.F. +1.33' UNHEATED FLOOR SPACE DOOR SCHEDULE DOOR GLAZING __ SILL - FIRE RATING LABEL STYLE - MARK SIZE yy - H ` -HK 1 2 3 8' -0" 3' -0" 3' -O" 7' -0" 7' -O" 6' -8" II /4" 13/4" 13/4" — — — — BRONZE — — — — OVERHEAD HINGED, SNGL, EXTR HINGED, SNGL, EXTR HANDRAIL (SEE SHEET 54.X2) F.F. +0.0' DUMPSTER AREA 0 0 0 O FLOOR PLAN SCALE 1/4 = I'-O" SEPARATE PERMIT REQUIRED FOR: tzi Mechanics Electrical Plumbing Gas Piping City of Tukwila PUILDING DIVISION REVISION N0:? DO -1 Si RECEIVED DEC 012010 PERMIT CENTER BID SET ONLY ! THESE DRAWINGS ARE SUBJECT TO REVISIONS PENDING LOCAL JURISDICTIONAL REVIEW AND ARE NOT FINAL UNTIL APPROVED 0 N ge? N PEg a g Oigg net 5610 gkA� age Ud' '-�= R a. WO t -1> --Z co U �? M W C%) G d� ce otS W 1 v Z Cr Q 411 a 0 s a JOB ADDRESS: z II?% cs Z X O .4 0 vC SECTIONS SHEET TITLE: DRAWN: RF JOB NO: 2010027 DATE: 102710 S40X1 STRUCTURAL NOTES: GENERAL IN ADDITION TO THE DESIGN SHOWN ON THESE PLANS AND THE SPECIFICATIONS, THE CONTRACTOR SHALL COMPLY WITH THE FOLLOWING: CONFLICTS . WHERE CONFLICTS, INCONSISTENCIES, INTERFERENCES, OMISSIONS OR ERRORS IN THE SPECIFICATION OR IN THE DRAWINGS OCCUR, IT 15 THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY THE CONFLICT, INGONSISTENGY, INTERFERENCE, OMISSION OR ERROR TO THE ARCHITECT OR ENGINEER PRIOR TO FABRICATION AND ERECTION. IN-PLACE DES I O N THE DESIGN SHOWN ON THESE DRAWINGS 15 FOR THE FINISHED STRUCTURES. THE CONTRACTOR 15 RESPONSIBLE FOR THE MEANS AND METHODS EMPLOYED TO AGHEIVE THE FINAL CONSTRUCTION. THUS, THE CONTRACTOR SHALL 'PROVIDE ADEQUATE SHORING AND BRACING OF ALL MEMBERS DURING G• , TRUG APPL I GABLE CODES ALL. DESIGN AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE INTERNATIONAL BUILDING GORE, lieeb EDITION. ocoq UNLESS OTHERWISE SPECIFIED, ALL STANDARDS, CODES AND SPECIFICATIONS USED HEREIN ARE TO BE THE LATEST EDITION. MASONRY INSPECTION THE OWNER SHALL AT THEIR EXPENSE RETAIN A TESTING AGENCY TO PROVIDE MASONRY INSPECTION AS DETERMINED BY IBC 2006 BECTON 1104.5., LEVEL 14 TABLE 1104.5.1 2401 INSPECTION SHALL BE PROVIDED FOR: • PLACEMENT OF REINFORCING IN VERTICALLY GROUTED CELLS AS SHOWN IN ECTONS/DETAILS, INCLUDING FOUNDATION DOWELS. • HORIZONTAL BOND BEAMS W/REBARS. • CONSTRUCTION OF MORTAR JOINTS. 1 IATE I ALS CONCRETE MASONRY MASONRY ASSEMBLAGES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OP F'm =1500 PSI. CONCRETE MASONRY WALLS SHALL BE REINFORCED AS SHOWN ON THE PLANS AND DETAILS AND IF NOT SHOWN SHALL BE AS NOTED UNDER "MASONRY REINFORCING STEEL." DESIGN STRESSES ARE IN ACCORDANCE; WITH IBC SECTIONS 2106 AND 2101. CONCRETE MASONRY UNITS ALL CONCRETE MASONRY SHALL CONFORM TO ASTM ColO -010, TYPE I. MORTAR ALL MASONRY MORTAR SHALL CONFORM TO PUBLICATIONS AS LISTED IN 20001.1130 2103.8, TYPE S IN ACCORDANCE' WITH THE "PROPORTION SPECIFICATIONS ". MASONRY GROUT ALL MASONRY GROUT SHALL CONFORM: TO PUBLICATIONS AS LISTED IN 200a IBC 2103.12.. GROUT SHALL HAVE A COMPRESSIVE STRENGTH EQUAL TO OR GREATER THAN 2000 PSI. MASONRY RE I NFOCC I NO REINFORCING, WHEN NOT HELPED, SHALL CONFORM TO ASTM A 615 GRADE 60, PY= 60,000 PSI. TYPICAL CMU WALL CONSTRUCTION: 8" CMU WALL W/ 405 VERT. a' 24" O.G. AT WALL CENTER AT END (CELLS) OF CMU AND AT EACH WALL CORNER, PROVIDE #5 FTC. DOWEL .AND. LAP AT EACH VERTICAL WALL REINFORCEMENT (SEE SEC. 1). PROVIDE VERTICAL GROUTING ® 24" O.G. PROVIDE HORIZONTAL SOLID 6R OUTED.HORIZONTAL BOND BEAM. W/ 2 -*4 HORIZONTAL REINFORCEMENT a 48" 0.C. VERT. INTERVAL AT BOTTOM WALL, ABOVE DOOR, AND TOP 2 CMU COURSES OF CMU A ALL UNLESS OTHERWISE NOTED. PLYWOOD ROOF DIAPHRAGM NAILING: SHEATH ENTIRE ROOF Vi/ 15/32" PLYWOOD, BLOCKED AND NAILED WITH 8D ® 6" D. C. AT BOUNDARY' & PANEL EDGES 8D 10 "0.'C.INFIELD LAY PLYWOOD WITH FACE GRAIN PERPENDICULAR TO RAFTERS METAL ROOFING METAL ROOFING SHALL BE MIN. 29 GA. AND APPLIED DIRECTLY OVER 15/32" PLYWOOD SHEATHING, FASTENED W/ #10X5/8" SELF TAPPING SCREWS 6" 0. C. ` AT PANEL EDGES USE STITCH SCREWS AT SIDE LAPS. FOLLOW ALL MANUFACTURERS SPECIFICATIONS. HANDRAIL POST 11/2" 0 AL PIPE 0 6' O.G. ® CENTER OF BLOCKOUT CONG. SLAB AL I/4 "X4" KICKPLATE W/ AL 1/2" 0 BOLT 3" 0X6" DEEP POST BLOCKOUT, FILL W/ GROUT TYP. POST TO SLAB (SECTION) 11/2" I I CONT. MIN,: TUBE BE STL. 1/16" 3/8" 0X3" SIMPSON SWTB 3 "X3 "XI /8 "X2" LONG STL. ANGLE W/ INSERT BOLTS ® 48" O.G. (SEE ABOVE) HANDRAIL AT CMU HALL I. I/4" 1. SECTION p \--• 12" MIN. HOR. EXTENSION AT TOP AND BOT. OF RAMP SEE POST TO SLAB DETAIL BELOW IN1>USTRIAL T`I'RE POST/ HANDRAIL PARTIAL HANDRAIL SEGMENT (ELEVATION) 24!' MIN. wirmwrArAwrisow .ii ■■iii rA■PA■Ny' 2 - #4 IN HOR. BOND BM. (BEAMS TO BE PLACED ® 48" VERT. INTERVALS #5 VERT. AS SHOWN IN *5 ® 24" O.G. VERT. GROUTED CELL IN GROUTED CELL SECTION G (HAL.L GOR•ER) NEW CMU WALL (MATCH EXISTING PER OWNER) 4t5 ® 24" O..G. VERT. IN GROUTED CELLS y r 2 44 IN HOR. BO — (BEAMS TO B LACED ® 48" VERT NTERVALS 5 24" O.G. VERT. (ALTERNATE ROOK DIRECTION) P 3/8" Q) X12" THREADED ROD IN SIMPSON SET EPDXY ,W/ ETSP SCREEN TUBE a '32" O.G. PLACED IN THE GROUTED: JOINT, EMBEDMENT 3" MIN. SEE SIMPSON '.'ANCHORING AND FASTENING SYSTEMS" PP. 3 4 41 METAL GUTTER N EXISTING CMU WALL (ASSUMED GROUTED CELLS ONLY) SECTION B REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 8 2010 City Tukwila �� of BUILDING 111u�n�.... Ci o BUILDING DIVISION '4'd �d- SEE PLAN 3 - #4 TOP 4 BOT. E 15TIN6 CONCRETE SItltE WALK rYp exr: waLL sEcrrOrr Hi BOND BEAMS (j) SCALE : 3/4" = I' -0" RECEIVE` DEC 0 1 2010 PERMIT CENTER BID SET ONLY ! THESE DRAWINGS ARE SUBJECT TO REVISIONS PENDING LOCAL JURISDICTIONAL REVIEW AND ARE NOT FINAL UNTIL APPROVED ggi cg 604 o gg ate 564p tM gRE alkIE gft 0°"6 ��adr W o H ...rz U a _ W o co ix rct ors w to t Z.! Z= -10 cr Q c� w m 0 Ih I I_ V op tr pp H 'jr. =4 i) tu 0 -SEGT-ION5- DRAWN: RF ,ioe NO: 2010027 DATE: 102710 S40X2 2X6 ®16" O.G. 26 GAGE STANDING SEAM METAL ROOF TO BE DETERMINED BY OWNER SIMPSON L50 EA. SIDE OF RAFTER HOR. BOND SEAM W/ 2 44 ® 48" O.G. 2X VENTED RIM JOIST W/ 2 -I6D EA. RAFTER SIMPSON L50 JOIST TO PLATE a 32" O.G. 2X8 P.T. PLATE 1/2" DIA. A -BOLT W/ 3 "X3 "XI /4" WASHERS ®32" O.C, MAX. 10" MIN. EMBED., 12 FROM END (UNLESS NOTED OTHERWISE) #5 a 24" O.G. VERT. IN GROUTED CELLS SECTION 2 SECTION 3 /— METAL ROOFING OVER 5/8" PLYWD SHEATHING 12 EXISTING CMI1 WALL 8Da4 "O.G. -PLYWD SHEATHING 26 GAGE STANDING SEAM METAL ROOF 2X6 END RAFTER SIMPSON L50 @ 52" O.G. BLOCKING ® 48" O.G. FLASHING W/ CAULKING SIMPSON LU26 SECTION 3 SCALE : I" = 1' -0" METAL GUTTER SECTION 2 NEW CMU WALL MAT TO EXISTING CMU W EXISTING GMU WALL 16" CONC. SLAB BEYOND W/ 6X6- 4.4XWI.4 3" FROM TOP 8 BOT. ON APPROVED CHAIRS a., EXISTING CONC. SLAB EXISTING FNDN SECTION A SCALE : 1/2" = I' -O" 2X6 a l6" O.G. 2X8 LEDGER BOARD, ATTACH TO EXISTING GMU WALL WITH 1/4" HILTI HIT -A THREADED ROD WITH 2" 'WASHER OR SQUARE PLATE, SPACED 52" O.C. THREADED ROD EMBEDDED A MINIMUM OF 2" INTO SUBSTRATE WITH HIT -HY 20 ADHESIVE SYSTEM SECTION I /S4.X2 (SEE FOR BOND BEAM NOTES) • • 2X8 P.T. PLATE 1/2" DIA. A -BOLT W/ 5 "X3 "XI /4" WASHERS a 48" O.G. MAX. IC" MIN. EMBED., 12" FROM END (UNLESS NOTED OTHERWISE) #5 ® 24" O.G. VERT. IN GROUTED GELLS SECTION 4 NOTE: JAMB DETAIL SIMILAR EXISTING GMU WALL 5/8" ALL THREAD ANCHOR BOLTS a 12" STEEL CHANNEL 58' -0" SECTION VIEW 50' -0" • • ezz—HEAD CHANNEL (SEE SECTION) • REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division, 11OTE: Revisions will require a new plan submittal and may include additional plan review fees. —JAMB CHANNEL (SEE SECTION) — 5/8" ALL THREAD ANCHOR. BOLTS 12" O.G. GMU OPENING HEA ETA I L SCALE : 1/2" = I'O' (SEE CITY APPROVED DETAIL ON SHEET 54, CJR ENGINEERING) FILE Plennit.,QtQ' COPY (SI , Plan review *prod is subject to ems and omissions. Approval of c ons$nllon doct menu does not authorize 1h€ vio1a on of any ado • , �' pt . Race f appiol�@d t 4 I Ft I t IS acknowledged: 'r By Date t k 1+ o 0" City Of Tukwila 1L :1i Y �► .. DIVISION -T' -0 " la' -6" 16' -0" r ®®oii a.'® �s®isi�sIF�®io� ® ®®®®ros ®s ® ®isAMM �r 16" THICK CON OVER EXISTIN SECTION I FO CONC. RAMP 1:12 MAX. SLOPE EXISTING CONC. SLAB SECTION G /S4.X2 SECTION 3 /54.X2 DIRECTION O FACE GRAIN FOUNDATION/ PARTIAL ROOF FRAMING PLAN LINE or EXISTING SIDEWALK 501 -0" 38' -0" 1' -0 5' -0" e_....■AMEL....■ AL GMU WAIL TO MATCH EXISTING GMU WALL TO MATCH EXISTING 41' -6" X IO' -6" PRE -FAB WALK -IN F.F. +1.33' 5' -O" R MP UP 1:12 M X. SLOPE 1/2" FF +0.0' LANDING IS MIN. 36" IN TH DIRECTION OF TRAVEL. LANDING WIDTH 15 NOT TO BE LESS THAN RAMP WIDTH. m F.F. +1.33' NHEATED FLOOR SPACE DOOR SCHEDULE DOOR GLAZING ,_ SILL FIRE RATING LABEL STYLE MARK SIZE W H THK 1 2 3 8' -O" 3' -O" 3' -O" 7' -0" 1' -O" 6' -8" 11/4" 13/4" 1 3/4" — — — — BRONZE — — — — OVERHEAD HINGED, SNGL, EXTR HINGED, SNGL, EXTR HANDRAIL —' (SEE SHEET 54.X2) F.F. +0.0' DUMPSTER AREA O i r VIEWED FOR COMPLIANCE PPRAVED OV o4 2010 . ty of Tukwila DING nniminio FLOOR PLAN SCALE : 1/4" = I'-O" REVISION N -IS°I RECEIVED CITY OF TUKWILA OCT 2 8 2010 PERMIT CENTER BID SET ONLY ! THESE DRAWINGS ARE SUBJECT TO REVISIONS PENDING LOCAL JURISDICTIONAL REVIEW AND ARE NOT FINAL UNTIL APPROVED NMI DRAWN: RF JOB NO: 2010027 DATE: 102710 S4DX1 INUV -J -GILL J 1U.1GN rICUI'I. 2010 I I V • LCJ.J,J J. I . STRUCTURAL NOTES: GENERAL IN ADDITION TO THE DESIGN SHOWN ON THESE PLANS AND THE SPECIFICATIONS, THE CONTRACTOR SHALL COMPLY WITH THE FOLLOWING: CONFLICTS WHERE CONFLICTS, INCONSISTENCIES, INTERFERENCES, OMISSIONS OR ERROR5 IN THE SPECIFICATION OR IN THE DRAWINGS OCCUR, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY THE CONFLICT, INCONSISTENCY, INTERFERENCE, OMISSION OR ERROR TO THE ARCHITECT OR ENGINEER PRIOR TO FABRICATION AND ERECTION. IN-PLACE DES I C N THE DESIGN SHOWN ON THESE DRAWINGS 15 FOR THE FINISHED STRUCTURES. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS EMPLOYED TO ACHEIVE THE FINAL CONSTRUCTION. THUS, THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL MEMBERS DURING TRUG APPLICABLE CODES ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE, 2006 EDITION. UNLESS OTHERWISE SPECIFIED, ALL STANDARDS, CODES AND SPECIFICATIONS USED HEREIN ARE TO > BE THE LATEST EDITION. MASONRY INSPECTION > THE OWNER SHALL AT THEIR EXPENSE RETAIN A TESTING AGENCY TO PROVIDE MASONRY INSPECTION AS DETERMINED BY IBC 2006 SECTON 1/045., LEVEL 1 4 TABLE 1104.5.1 INSPECTION SHALL BE PROVIDED FOR • PLACEMENT OF REINFORCING IN VERTICALLY GROUTED CELLS AS SHOWN IN ECTONS/DETAILS, INCLUDING FOUNDATION DOWELS. • HORIZONTAL BOND BEAMS W/REBARS. • CONSTRUCTION OF MORTAR JOINTS. MATER) ALS CONCRETE MASONRY MASONRY ASSEMBLAGES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF FIm =1500 PSI. CONCRETE MASONRY WALLS SHALL BE REINFORCED AS SHOWN ON THE PLANS AND DETAILS AND IF NOT SHOWN SHALL BE AS NOTED UNDER "MASONRY REINFORCING STEEL." DESIGN STRESSES ARE IN ACCORDANCE WITH IBC SECTIONS 2106 AND 2101. CONCRETE MASONRY UNITS ALL CONCRETE MASONRY SHALL CONFORM TO ASTM 040 -90, TYPE I. MORTAR ALL MASONRY MORTAR SHALL CONFORM TO PUBLICATIONS AS LISTED IN 2004 IBC 2103.8, TYPE 5 IN ACCORDANCE WITH THE "PROPORTION SPECIFICATIONS". MASONRY GROUT ALL MASONRY GROUT SHALL CONFORM TO PUBLICATIONS AS LISTED IN 2004 IBC 2105.12. GROUT SHALL HAVE A COMPRESSIVE STRENGTH EQUAL TO OR GREATER THAN 2000 PSI. MASONRY RE I NFORC I NC REINFORCING, WHEN NOT WELDED, SHALL CONFORM TO ASTM A 615 GRADE 60, FY =60,000 PSI. TYPICAL CMU WALL CONSTRUCTION: 6" CMU WALL W/ *5 VERT. • 24" O.G. AT WALL CENTER AT END (CELLS) OF CM) AND AT EACH WALL CORNER. PROVIDE *5 FTG. DOWEL AND LAP AT EACH VERTICAL WALL REINFORCEMENT (SEE SEC. I). PROVIDE VERTICAL &ROUTING • 24" 0.G. PROVIDE HORIZONTAL SOLID &ROUTED HORIZONTAL BOND BEAM W/ 2 -04 HORIZONTAL REINFORCEMENT • 48" O.G. VERT. INTERVAL AT BOTTOM WALL, ABOVE DOOR, AND TOP 2 CMU COURSES OF GM) WALL, UNLESS OTHERWISE NOTED. 11 Assl,'r�Kir" r•'3 RCC iY NOUN. P.E. 1220 So. 356111 Street Stg. A3 1141daral way, WA 98009 674 - 9323 I'JU' Th_ CU1YJ 1✓J • 11_n 1 I\UI 1. - RJN & ASSOCIATES 1220 South 356th St., suite A -3 Federal Way, WA 98003 November 3, 2010 CITY OF TUKWILA DCD. Attn.: Dave Larson, Senior Plans Examiner 6300 Southcenter Boulevard, suite 100 Tukwila, WA 98188 Nov 0 3 2010 RE: Structural notes correction/addendum - Mizuki Japanese Buffet Dave, Please find the revised Masonry construction notes, including the code required level 1 special inspection for a Ocupancy Category 1 (Minor storage space). We also revised sheet S4.x2 to include this change. Should you have any questions, please feel free to contact our office @ (253) 874 -9323. Sincerely, RJN & ASSOCIATES Roddy J. Nolten, P.E. cc.: John Wah, restaurant manager. RJN 8, Associates 1220 So. 356th Street, suite A -3 Federal Way, WA 98003 ,t,,,m..a. , STRUCTURAL NOTES: OFNERAL IN ADDITION TO THE DESIGN SHOWN ON THESE PLANS AND THE SPECIFICATIONS, THE CONTRACTOR SHALL COMPLY WITH THE FOLLOWING: CONFL I C;TS WHERE CONFLICTS, INCONSISTENCIES, INTERFERENCES, OMISSIONS OR ERRORS IN THE SPEC. :IFIC ATION OR IN THE DRAWINGS OCCUR, IT 15 TH 'RESPONSIBILITY OF THE CONTRACTOR TO ce:NTIFY THE CONFLICT, INCONSISTENCY, INTERFERENCE, OMISSION OR ERROR TO THE ARCHITECT OR ENGINEER PRIOR TO FABRICATION AND ERECTION. • IN-PLACE DESIGN THE DESIGN SHOWN ON THESE DRAWINGS IS FOR THE FINISHED STRUCTURES. THE CONTRACTOR 15 RESPONSIBLE FOR THE MEANS AND METHODS EMPLOYED TO ACHEEIVE THE FINAL GONSTRUGTION. THUS, THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL MEMBERS DURING CONSTRUCTION. A 'L I GALL CODES ALL DES D CONSTRUCTION - CONFORM TO THE REQUIRE 5 OF -' ITERNATIONAL BUILDING CODE, 20 UNLESS OT T E SPECIFIE *, . L STANDARDS, GOP; °` • D SPECIFICATIONS USED -EIN ARE TO B' : HE LATEST EDITION. 7//‘(cJie-d Jc/,--c-f/ /4/646 MATERIALS CONCRET E MASONRY MASONRY ASSEMBLAGES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF F'm =1500 PSI. CONCRETE MASONRY WALLS SHALL BE REINFORCED AS SHOWN ON THE PLANS AND DETAILS AND IF NOT SHOWN SHALL BE AS NOTED UNDER "MASONRY REINFORCING STEEL." DESIGN STRESSES ARE IN ACCORDANCE WITH IBC SECTIONS 2106 :AND 2107/. CONCRETE MASONRY UNITS ALL CONCRETE MASONRY SHALL CONFORM TO ASTM C40 -410, TYPE I. MORTAR ALL MASONRY MORTAR SHALL CONFORM TO PUE3LIGATIONS AS LISTED IN 200a IBC :2103.,8, TYPE 5 IN ACCORDANCE WITH THE "PROPORTION SPECIFICATIONS ". MASONRY CSROUT ALL MASONRY GROUT SHALL CONFORM TO PUBLICATIONS AS LISTED IN 20Oa IBC 2105..12. GROUT SHALL HAVE A COMPRESSIVE STRENGTH EQUAL TO OR GREATER THAN 2000 PSI. MASONRY RI= I NFORC I NG REINFORCING, WHEN NOT WELDED, SHALL CONFORM TO ASTM A 615 GRADE 60, FY= 60;000 PSI. TYPICAL CMU WALL CONSTRUCTION: 8" CMU WALL W/ #5 VERT. ®24" O.G. AT WALL CENTER. AT END (CELLS) OF • CMU AND AT EACH WALL CORNER. PROVIDE #5 FTC. DOWEL AND LAP AT EACH VERTICAL WALL REINFORCEMENT (SEE 5E0. 1). PROVIDE VERTICAL GROUTING ® 24" O.0 :. PROVIDE HORIZONTAL SOLID GROUTED HORIZONTAL BOND BEAM W/ 2 - #4 HORIZONTAL REINFORCEMENT 48" O.G. VERT. INTERVAL AT BOTTOM WALL,' ABOVE DOOR, AND TOP 2 CMU COURSES OF CMU WALL, UNLESS OTHERWISE NOTED. PLYWOOD ROOF DIAPHRAGM NAILING: SHEA TH ENTIRE ROOF W/ 15/32" PLYWOOD, BLOCKED AND NAILED WI I TH 80 6" 0.C. A T BOUNDARY& PANEL EDGES 8D ® 10" 0.C. IN FIELD LAY PLYWOOD WITH FACE. GRAIN PERPENDICULAR TO RAFTERS METAL ROOFING METAL ROOFING SHALL BE MIN. 29 GA. AND APPLIED DIRECTLY OVER R 15/32" PLYWOOD SHEA THING, FASTENED W /#10X5 /" SELF TAPPING SCREWS C 6" 0. C. AT PANEL EDGES. USE STI TCH SCREWS AT SIDE LAPS. FOLLOW ALL MANUFACTURERS SPECIFICATIONS. I•{ANI :TRAIL POST 11/2" 0 AL PIPE a 610.G. CENTER OF ---N\ 151.,.00KOUT GONG. SLAB —/ - AL I/4 "X4" KIGKPLATE W/ AL 1/2" 0 BOLT - 3" 0X6" DEEP POST BLOCKOUT, FILL kJ/ GROUT TYP. POST TO SLAB (SECTION) L 1\1/2IN. " 1 TUBEXSTL�" CONT. - -� 1� 9 1 3/8" 4)X3" SIMPSON SWTB 3 "X3 "XI /8 "X2" LONG —/ ST1.. ANGLE W/ INSERT BOLTS ® 48" O.G. (SEE ABOVE). HANDRAIL AT CMU HALL 4,1 I/4"4, SECTION D I1\IDUSTRIAL T`I'DE POST/ H- AMI7RAIL a' F'ART I AL HANDRAIL SEGMENT (ELEVATION) 2 - #4 IN HOR. BOND BM. (BEAMS TO BE PLACED 48" VERT. INTERVALS #5 VERT. AS SHOWN IN #5 a 24" O.G. VERT. GROUTED CELL IN GROUTED CELL SECTION G (HALL CORNER) NEW CMU WALL (MATCH _EXISTING PER OWNER) Hc!f k-4 ✓?/sLr ? ;�r?r Jetl HOR. SOON AT TOP OT. OF RAMP 11 TO 51-AB EELOW 6" #5 c 24" O.G. VERT. IN GROUTED CELLS 2 - #4 IN HOR. BOND BM. (BEAMS TO BE PLACED 48" VERT. INTERVALS 48 #5 St, 24" O.G. (ALTERNATE ROOK DIRECTION) d .4 a a' o . 4 x - -'X d 'X d X a :4 X =— :. NEW CMU WALL — 3/8" 4) X 12" THREADED ROD IN SIMPSON SET EPDXY W/ ETSP SCREEN --� TUBE ®32" O.G. PLACED IN THE GROUTED JOINT, :EMBEDMENT 3" MIN. SEE SIMPSON "ANCHORING AND FASTENING SYSTEMS" PP. 3 4 41 '-- METAL GUTTER Q4. 4 O n EXISTING CMU WALL --� (ASSUMED GROUTED CELLS ONLY) SECTION 5 EXISTING CONCRETE SIDE WALK 4 4 a 4, SEE PLAN I\-.3 - #4 TOP 4 BOT. T`t'Fr EXT. HALL SECTION 1A1,/ FOND BEAMS SCALE : 3/4" = I' -0" I REVIEWED FOR CODE COMPLIANCE APPPOVED NUV 0 4 2010 City of Tukwila BUILDING nI'I gInnl 1 W RECEIVED ' '282010 'ERMIT CENTER 31D SET ONLY ! THESE DRAWINGS ARE SUBJECT TO REVISIONS PENDING LOCAL JURISDICTIONAL REVIEW AND ARE NOT FINAL UNTIL APPROVED 2 7W�W N VDU= Uy 0. Q l'" ?;-;Pc 0UU-W§ a��TOU UVj QQ F V) V, U o » imp §g1:5 v/ W I- < Q c• M CO Nt co z co od al I) v Z It MIN M 1�— IH— 1 1 1 N �-- llla 11a � z� < 0 1' — O V_ '4) y 0 'U I— O SE TIOMS o_ 1111111111•••■11111e DRAWN: RF JOB NO: 2010127 s DATE: 102710 S40X2 NOTE: ALL WORK TO CONFORM WITH THE ABOVE CODES OCCUPANCY 15 RESTAURANT, GROUP A -2 5151 SQUARE FEET OCCUPANCY 15 RESTAURANT, GROUP B 2580 SQUARE FEET NO RATED SEPARATION REQUIRED FOR GROUP B AND GROUP A =2 OCCUPANCY EXISTING BUILDING 15 ONE STORY WITH PROPOSED ALTERATIONS TO EXISTING STRUCTURE 2006 INTERNATIONAL BUILDING, CODE OCCUPANCY AREA DINING ROOM A -2 (3516 sf) OCCUPANT LOAD FACTOR: 15 OCCUPANT LOAD: 234 PROJECT LOCATION. OCCUPANCY AREA (KITCHEN) OCCUPANT LOAD FACTOR: OCCUPANT LOAD: CONSTRUCTION TYPE: OCCUPANT LOAD: TOTAL DINING ROOM KITCHEN WAITING AREA OFFICE AREA SUSHI BAR BATH HALLWAY WOMEN'S BATH MEN'S BATH UNISEX BATH SPRINKLER ROOM MECH ROOM TOTAL 3516 24166 241 315 232 256 215 415 81 102 8102 SO. FT. B (2166 <sf) 200 14.8 • Main Japanese Buffet 17950 SouthcenteTape ` tj �sn�') (formerly The Sh. SHEET INDEX A 1 COVER PAGE/PROJECT DATA A 2 SITE PLAN A 3 DEMOLITION PLAN A 4 FLOOR PLAN A 5 EQUIPMENT PLAN A 6 EQUIPMENT SCHDEULE A 7 BUFFET ELEVATION/RESTROOM DETAIL A 8 EGRESS PLAN A 9 CEILING /WALL SECTIONS A -10 REFLECTED CEILING PLAN A -11 • WALL SECTION/BUFFET DECOR A D -1 ARCHITECTURE DETAIL (13) S 1 STRUCTURAL NOTES (14) S 2 EXISTING FLOOR PLAN (15) S 3 GREASE INTERCEPTOR DESIGN/ DRIVEWAY DETAIL (16) S 4 NEW STORAGE FLOOR PALN ( S 5 f.o..t rLOOR PLAN -(DELETED) DEFERRED SUBMITTALS: - BY SUB - CONTRACTOR MECHANICAL - GAS. PLUMBING, HVAC, KITCHEN, EXHAUST ELECTRICAL . FIRE ALARM FIRE SPRINKLER FIRE CODE GENERAL NOTES 1.ADDRESS NUMBER SHALL BE PLACED ON THE BUILDING IN A POSITION. TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. ADDRESS NUMBER SHALL CONTRAST WITH THEIR BACKGROUND AND . SHALL BE AT LEAST 4 INCHES HIGH. VERIFY WITH FIRE MARSHALL FOR LOCATION MOUNTED. 2. OWNER, CONTRACTOR THE DEPARTMENT KNOCK BOX TASH DIRECTED ABYY.THE FIRE MARSHALL OWNER SHALL PROVIDE MASTER KEYSFOR THROUGHOUT OWNER, CONTRACTOR TO PROVIDE FIRE EXTINGUISHERS, T D SHALL THE EFSELECTED, NSTALLED AND MAINTAINED IN ACCORDANCE WITH REQUIRED AND PER NFPA RULES. 10. GC TO H RELOCATE AS A RE QATING- OF A. FIRE EXTINGUISERS SHALL 2A -10BC WITH CURRENT SERVICE, TAGS ATTACHED. BFIRE EXTINGUISER SHALL BE LOCATED IN CONSPICUCOUS LOCATIONS H RECTHE S WILL BE READILY ACCESSIBLE.AND IMMEDIATELY AVAILABLE, TO SHALL BE ALONG NORMAL PATHS OF TRAVEL. FIRE EXTINGUISERS SHALL NOT BE OBSTRUCTED. OR INSTALLED ON THE HANGER C. FIRE EXTINUISHERS SHALL BE HOUSED IN CABINETS OR BRACKENS. FIRE EXTINGUISERS HAVING NOTRMORE THAN 6 NOT INCHES ABOVE 40 THE LBS. FLOOR. SHALL TI INSTALLED SO THAT ITS EXTINGUISERS MORE A 42 INC WEIGHT VEXCEEDING THE (FLOOR. THE BOTTOM OFNTHE FIRE ITS TOP IS NOT MORE THAN INCHES EXTINGUISHER SHALL BE 4 INCHES ABOVE THE TINFLOOR MINIMUM. NALL NOT EXCEED 75 FEET. D. MAXIMUM TRAVEL DISTANCE TO A FIRE 4. REFER TO FIRE DEPARTMENT PLAN REVIEW REPORT FOR ADDIONAL REQUIREMENTS. ACCESSIBILITY 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. REVISIONS 1. ALL NEW CONSTRUCTION INCLUDING DOORS, CABINETRY AND CHAPTER PLUMBING FIXTURES TO MEET THE ACCESSIBILITY REQUIREMENTS OF THE 2006 IBC ACCESSIBLE TO MEET 2. ALL EQUIPMENT FIXTURES, AND -CONSTRUCTION AND SHALL ADA COMPLIANCE., THE ICC /AMSI A117.1 -2003 STANDARDS A. EE ACCESS. ALONG PROVIDE OPERABLE LEVERS FOR BARRIER � FR ROUTES OF TRAVEL AT BARRIER —FREE ENTRANCE. SIBLE ROUTE OF TRAVEL B. MAXIMUM. TRESHOLD HEIGHT TO BE 1/2" ALONG ACCES PER SECTION 4.04.2.4 C. PROVIDE MINIMUM18" BEYOND STRIKE :JAMB ON SIDE OF DOOR SWING PER SE IONIKE 404.2.3 IF DOOR IS SELF CLOSING AND SELF - LATCHING, PROVIDE. 12" BEYOND JAMB ON OPPOSIT SIDE OF DOOR SWING. FIRE EXTINGUISERS SHALL NOT BE OBSTRUCTED. ONE HAND AND SHALL NOT REQUIRE D. EXCEPT FOR APPLIANCES, SHALL BE OPERABLE WITH TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS MAXIMUM. E. COUNTERS FOR SALE OR DELIVER OR DISTRIBUTION OF GOODS AN S LONG MINIMUM BY D SERVICE THN TO THE PUBLIC SHALL HAVE A PORTION OF THE COUNTER 36 INCHES MA XIMUN HIGH ABOVE THE FLOOR. _A PORTION OF THE RECEPTION COUNTER SHALL BE ACCESSIBLE TO THE DISABLES. WG A PRIMARY FUNCTION PER 2006 . IBC 3409: ALTERATIONS AFFECTING AN A PRIMARY CO TINING A ON SHALL BE 3 BEYOND ITEM 1 ABOVE. THE ROUTE TO THE THE ACCESSIBLE ROUTE IS NOT REQUIRED TO ACTION. 20 PERCENT ACCESSIBLE. THE COST OF OF THE COSTS OF THE ALTERATIONS AFFECTING THE AREA OF PRIMARY FU SEPARATE PERMIT REQUIRED FOR: I, ?'eChanic�at 1! Electrical IiPiumbing galas Piping City of Tukwila BUILDING DIVISION PLANNING. APPROVED be made to these No changes It,aut b e. approval the plans without app Planning Division of DCD Approved y ....." Date: VICINITY MAP WALE: N. T s GENERAL NOTES 1. General Contractor shall verify all conditions and dimensions at job .site, also, review lease agreement with landlord's requirements or con- ditions. If any discrepancies ore found, General Controctor to notify the Architect /Owner. 2. All construction work must confirm to current local codes and au- thorities for building and health departments. 3. General Contractor agrees by accepting contract and starting work that he shall assume sole and complete responsibility for ob site conditions during the course of construction including safety of all persons and property. This requirement shall apply continuously and not be limited to normal working hours. General Contractor shall defend, indemnify and hold owner, architect, :designer, engineer and landlord harmless from any and all liability real or alleged, in connection with the performance of work on this project. General Contractor shall show proof of worker's compensation insurance as required prior to issuing a permit. 4. Additional on site fire protection during construction to be provided as required by fire inspector or department. Maintain existing fire sprinkler system if applicable to project. . 5. all materials stored on site shall be properly stacked and protected to prevent damage and deterioration until use. Failure to protect materials myo be cause for rejection of work, 6. General Contractor and subcontractors shall be responsible for locating, maintaining, relocating and /or removing existing utilities. 7. General Contractor to provide larger stud wall as required for installation of plumbing, electrical, structural; etc:- items. 8.. Existing material on demising or interior partition walls shall be removed by sub — contractors to allow installation of new work, such as electrical outlets, plumbing lines, etc. After work has been. tested and approved walls shall be covered with 5/8 "type "x" gypsum board, fire taped and prepared for new finishes. General Contractor shall brace entire structure, stairs, storefronts, etc. os required to maintain stability until complete and functioning as a finished instal- lation and unit. 9. All workmanship and materials are subject to the approval of the architect, designer and owner. 10. General Contractor to install 2x blocking or 1/2" plywood backing in stud walls for installation of equipment, decor, etc. as required. Verify all location with equipment contractor and decor contractor. Although typical equipment and decor details will be provided, it will be the responsibility of each subcontractor to provide integral, complete, final installation which meets local codes and design concet. 11: General Contractor to provide hand fire extinguisher of type and size os required by code and locate as indicated on drawing (for restaurant use); provide proper indentification signs. Install at height not to exceed 5' -0 ". Exact number /location by fire inspector. 12. Exit doors shall be left unlocked during all business hours and shall be opened from inside without use of a key or special knowledge or effort. Panic hardware to be provided as per local code requirement. Also, General Contractor to provided signage over each exit door. e.g. "This door shall be remain open during business hours" or " Exit door ". 13. Provide exit sign illumnotion per UBC Spec 3312 (c). 14. General Contractor to provide on occupancy sign with maximum person amount as determined by fire /building department mounted on the wall. 15. Public areas, toilet, and public circulation areas shall meet all handicap requirements. All required toilet accessories; equipments, fixtures shall meet height requirements. ` Floor plans will allow handicap person full access to all restaurant activities (dining, bar service, toilet, exits, etc.) FILE CORY bra -rs Permit No.. Plan review approval is subject to errors and omissions. I,pl-aval of construction documents does not authorize VT... Violation of any adopted or ordinance. Receipt of approved Fie '� y and y .. is acknowledged: PROJECT DATA: PROJECT NAME: MIZUKI JAPANESE BUFFET RESTAURANT SITE ADDRESS: 17950 SOUTHCENTER PARKWAY SOUTH TUKWILA, WA , 98188 Tenant contact: JOHN KM WAH 1426 S. 324TH STREET FEDERAL WAY 253 -886 -0943 APN: 3523049123 Legal Description: 3523049123 LOT A of city of Tukwila short plat L99 -0053 recording #2000013190003 Zoning: COMMERCIAL Current use: Retail (vacant) Building type: Masony Built: 1999 Proposed Use: RESTAURANT Occupancy type: A -3 Construction Type: ` V jp'i- 1C.- J'A - - Siesmic zone: 3 Code: IMC/IBC 2006 Tenant Square footage 8523 sf Land Parcel: 2.2654 Acres (including neighboring Newport Seafood Restaurant. Theater and Parking) Landlord: Madison Investment LLC 1276 N 15th Ave, Suite 103a Bozeman, MT 59715 Sewer — 4" in building, 6" at west corner Water: 1.5" 60 psi Power: 800 amp 120 v / 208 v/ 3 phase Insulation: R13 walls Roof: Metal with foam board above AC: existing 5 gas units each 99,000 btu /hr, 31.5 tons total Scope of Project:- 1) To change use from a vacant retail space to a full service food service establishment per plan. Approval application has been submitted tied to King County Health Department under a separate cover. 2) Establish use of a buffet style restaurant with approximate seating of PP ng 250 persons 3) Propose to add to existing structure an attached covered enclosure at north side with an area of 490 square feet for garbage compactor and dumpster as well as cold storage e per plan. The exterior addition . . ,.. g P P er><or of the add><t><on area will match existing design with stucco masonry and same color. 4) Two side entrance door with an waiting are enclosure will be added to the store front entrance area per plan. Application this permit: Building Tenant Improvement permit. With structural design Outdoor Grease Pretreatment Intercepto Deferred applications: a) Mechanical permits including HVAC addition upgrade, b) Plumbing c) Kitchen Exhaust Range Hood d) Fire Suppression e) Building Fire alarm 1) Fire Sprinkler Contractor: Monarch Trading Corporation License no MONARTC065 Q1 expires 3/14/2011 Contact: King Lee 948 S. Doris Street Seattle, WA 98108 Work :- (206) 763 -6161 / (Mobile) © 206)396 -3173 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 2 2010 City of Tukwila BUILDING DIVISION gas piping, Email: King @Monarchtradingcorp.com By Date: q-9-10 City Of llik vita BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 1'3'2010 PERMIT CENTER CORRECTION F!' MONARCH N TRADING CORPORATION RESTAURANT EQUIPMENT & DESIGN CONSULTANT 948 SOUTH DORIS St. / SEATTLE / WA 98108 TEL 206. 763 - 6161 / FAX 206. 769 -6168 LICENSED a INSURED s BONDED CONSTR. CONTRACT NO.; MONARTC06501 THIS DOCUMENT ENCLOSES DESIGN CONCEPT, INFORMATION AND DATA PRIOPRIETARY TO . MONARCH TRADING CORPORATION WHICH ARE, NOT TO BE DISCLOSED OUTSIDE THE RECEIVING ORGANIZATION NOR REPRODUCED IN WHOLE OR PART, EXCEPT BY PRIOR WRITTEN CONTRACTUAL ARRANGEMENTS WITH MONARCH TRADING CORPORATION, PROJECT• 1VIIZUKI JAPANESE BUFFET 17950 SOUTHCENTER PKWY. TUKWILA, WA 98188 - DRAWING TITLE PROJECT DATA NOTES SITE MAP REVISIONS No. Dote Description ( r4/tr, C/) PROJECT •DIRECTOR KTL PROJECT ARCHITECT PROJECT CAPTAIN PROJECT NUMBER APPROVED BY CHECKED BY DRAWN BY KTL., DATE' JUNE 10, 2010 SCALD. j/2 " =1!_D„ DRAWING NUMBER P.A1OF16 11 14.7` • 1 11.5` C INN MN NMI NW EN MN EN INN NM MN NMI NM EN MN INN irs INN INN EMI NW WIN MIN MIN INS NMI NW .,,.�.: ,, INN M R •' <• i ~. +`. MOIR a ♦ *; ♦ :�r � It mow s a .:-! +: ; *• -. i • ma sum of ; ..'a * +!. °st.!4 1 om mom I N 1! f at so -gt� morns •' n IT. lllI* i-- a 11111111F al= Mir 11111-111111E1a4111111111f. WWI 1 FU.z ''.+ 17i l 1 ,c.,1111c111.KI. -,ID11111111111111111111M-JIIINI 1 � T 1 � . I : NNE 11111 Iller ti 11111�.J'_1- ._s'.. � amJyy_ :: 11111EASIN 1111114: ANN UV .T--Z17:-A11111 c1 . ai l ?.7i11f1A . �r ' ;1i■! 111 2- I X 1 : r11_A11r 1 I i1.1IrC•Sr+ I ._ 1 *'. 1INIV Cam: y^ 7 MONARCH TRADING CORPORATION RESTAURANT EQUIPMENT & DESIGN CONSULTANT 948 SOUTH DORIS St. / SEATTLE!. / WA 98108 TEL 206. 763 -6161 / FAX 206: 763 -6168 LICENSED ¥ INSURED c BONDED CONSTR. CONTRACT NO.: MONARTC06501. THIS DOCUMENT ENCLOSES DESIGN CONCEPT, INFORMATION AND DATA PRIOPRIETARY TO MONARCH TRADING CORPORATION WHICH ARE NOT TO BE DISCLOSED OUTSIDE THE ':RECEIVING ORGANIZATION NOR REPRODUCED IN WHOLE OR PART, EXCEPT BY PRIOR WRITTEN CONTRACTUAL ARRANGEMENTS WITH MONARCH TRADING CORPORATION. PROJECT MIZUKI JAPANESE BUFFET 17950 SOUTHCENTER PARKWAY TUKWILA, WA , 98188 DRAWING TITLE * SITE PLAN . * REVISIONS No. Date Description • w0NM •• INS PROPOSE D SITE $s23 square feet rwithSao square feet of exterior addition . PROJECT DIRECTOR PROJECT ARCHITECT PROJECT CAPTAIN .. * REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 2 :2010: PROJECT NUMBER • APPROVED BY CHECKED BY DRAWN BY * DATE * JUNE 10, 2010 SCALE 3/4E1=3010" DRAWING NUMBER ihunvonloposvoftau RECEIVED; CITY OF TUKWILA AUG 1 3.2010 PERMIT CENTER P.A2OF 16 WALL • LEGEND: 002w awn Tyra A. 1402 (STANDARD WS' F'ARTITt04, www*wwwwommt -rrfae 2fAE:i EXTENDS TO DECK IrSOUND INSULATED 5 5/8" PARTITION/ TYPE C.'. RE: 3/A5.2 • (EXTERIOR WALL RIMMING) TYPE D. RE. 414452 ItNIERIOR IfAULT WALL) TYPE E. get 17,11.6.POR i•IEICA4T. (1-Co) CAPPED 414LLA Typo a SIA5.2 - EXTENDS TO r.ECK TYPE 1 5/4S*2 , rps.umema WALLA P., 5%4! _ 113'-4" le-ea it MCKSTCXX 11!..4• 4. MM./ WALL PTOtWED LIG*TISOX. RE. MEC GENERAL NOTES: O ALL OIMENSIOI*5 ARE &VS% TO FINISHED WALL O ALL ANGLES $1401LN A 45" OR TA1LTIP-ES TkEREOF. 0 SEE ELEv' 1 SECnate FOR valgerez..as. oirsustcp.is AND GLASS gmaxac Tyres. • UNLESS LOCATED OTHERWISE DOORS ARE LOCATED 6" FRC:1'1 HINGE IFERFE1410,^0.;LAR TO WALL. KEYEP NOTES: O EXTEND CERAMIC 01„,00,4 TILE *etc -Tcpc.rdic., "YAULT ALREADY REIOVEDII ik* BY OTHERS. Z • PLANTER/POND TO BE REPLACED WITH CASHIER COUNTER AREA NOT USED ALIGN WALLS PARALI.EL. 947ERIOlt FACE Cf GLASS 84.00C a 32 -Er (RADIUS; '-J INTERIOR FACE OF CPU. = ?-2 istamor STRIr.- C)1 INTERIOR RADIUS OF WALL.. 6-43 • STARTING PONT OF CERAMIC Th-E •31=15401E5=1 Pitww'IS.1111' EXCEPT KITCHEN AREA AND DISHWASHING AREA, ALL DROP CEILINGS ARE TO BE REMOVED. DINNING AREA TO HAVE OPEN CEILING WITH NEW PAINTS. .7"="7"-•.. .1154.24011 1.41•1a111..0. • • I.,. tto • • .• • ...1 . aia .•••■• ar. • .• • • a • ; j t • • t • • • • • • • • ..07.1111 . • • • • • • •• . • • . . . • • i• ••■•• • • -4 • , • • • • 4 to. II. • • AetitArsis •••• • • •• • • •••• utc-2 1,4" Y-01. 1 •1-0 1/2! . 12f-10 .1,2* e-0 !/41;" NO ALTERATIONS ON EXTERIOR WALLS, NEVV ENCLOSURE TO BE BUILT FOR STORAGE AND GARBAGE COMPACTOR AND DUMPSTER AT NORTH SIDE PER STRUCTURAL DESIGN. ALL INTERIOR WALLS TO BE REMOVED EXCEPT NOTED * *ALL EXISTING RESTOOM AND MECHANICAL ROOM WALLS TO REMAIN gkr-ow 2t-4 1,4" go-lia 3 35.1-44 •1. . I, 5' 4" i, 1 . ---. 1 -.- . 2247:-40* • , • I, 115'.4! . • 1 1 • . • . • " . I. ■. '• • . -... issi..erxwm,40 Grp. O. Esuuc“EAD ACT. CEI-LF.4G- IN • 7 : -14V--1- 3'.-8 the GLASS BLOCK : 101145041 RESTROOMS TO REMAIN vZ7 r-----PARTIT,4 WALL I r—r— 5/8" MIL STUDS 2ML Aink ark —inr. z, DIMENSIONED FLOOR PLAN () SCALE: 1/1)* DEMOLISHING PLAN . • • GLASS A.14D BRASS GUARDRAIL. IN—, FOREGROLND ; 1— I rt L J 1 CERAMIC TILE. CONC 100140 cr_t rrp, RE: 2142.1 i:LEVATION AT PLANTER WALL • HEAVY, DA844ED :LINE.114DICAT.E5 clumps EDGE .C10:ce. f*REssIcai. . 114 CONC.:SW* .AFTER•VAULT • INSTALL.ATIOR CCW.C. FILL:1'014. NINO DEPRESSION LEVEL WI ILO* FLOOR AND 'AGAINST VAULT MALI. BEFORE . S""! SURROUNDING PARTITION INSTALLATION r,-.................r....zr4=z= •••••• am. ...N. ..... am." .1 . ...1 • • 1 •• • • 1 : • 14 ' it t • 1 • • • 1 .. ... ..; :. .. Velar it•••*.r.••••fol. . ;„ / I -.2 *. i i.... ,. ii;...s- kin' r. • • • 4 1 —7- ` 1 .. : 1 ''''' T 'Xi\ ..1' **. .• - •:// ••••; 1.' t . 1 • I .1 4: 1 2 • / 7 i• . ..r 1••• •. • • •• • qt I • . lUr i ..• . , • , P!" 4:. —.14.i.; i.sii..--..-- et 1. • .7.. i 7. .. . .4.....:.1 1 i . 1 ! I. ,. • , • ..-.- . . . „ . t, .. L••■•• Alm ••••• maw ••••• 1 Mil . pad. • allq.:#4,.......1 • / . • IN IS • DR It BD CEILING Ab 1950-0"1' GTP:'. BD. WALL • T.O. CERAMIC TILE .41.. 10•-0* GL ASS Oft. • —TILE INSIDE °FENN* FR IELEV. 1040*-0"m• T.O. PLANTER FLOOR ib 58*-fstu SCALE: 2 ta" ALUMNI:1 RAILIP4. CONT. WI US" SOLID BRASS CLADDING, POLISH 4 LAOSMER AFTER 1NSTALLA.TION 1/2" TEMPERED CLEAR GLASS POLISHED EDGES F 14011: MAX 114" GAP FtAILS GLAM. NO 5E.ALANT. •CT-I TO 111,3b-0" Cart BRASS 04ANNEL •AT SOTTO"! CF GLASS Kft.LAOLDO APPLIED Nprirogr.e. WATERPROOFING Nr ELEV . W.6 ELEV. SIND' • 0—La-eta- ELEV: SIP-6" ..••••••■••••••••....... \ ENLARGED PLANTER SCALE: I/4" = J'.�11 TO BE. REMOVED CCNt. WATER STOP CONDITION AT SCALE: 1/4" a I'-�" MONARCH TRADING CORPORATION RESTAURANT EQUIPMENT & DESIGN CONSULTANT 948 SOUTH DORIS St. / SEATTLE / WA 98108 TEL 208. 783-6181 / FAX 208. 763-8188 LICENSED x INSURED NI BONDED CONSTR. CONTRACT NO.: MONARTC08501 THIS DOCUMENT ENCLOSES DESIGN CONCEPT, INFORMATION AND DATA PRIOPRIETARY TO MONARCH TRADING CORPORATION WHICH ARE NOT TO BE DISCLOSED OUTSIDE THE RECEIVING ORGANIZATION NOR REPRODUCED IN WHOLE OR PART, EXCEPT BY PRIOR WRITTEN CONTRACTUAL ARRANGEMENTS WITH MONARCH TRADING CORPORATION. PROJECT * MIZUKI JAPANESE BUFFET 17950 SOUTHCENTER PARKWAY TUKWILA, WA , 98188 DRAWING TITLE • * DEMOMLITION PLAN REVISIONS No. Date Description PROJECT DIRECTOR REVIEWED FOR CODE COMPLIANCE APPRAVED SEP 0 2 2010 City of Tukwila BUILDINGBIVISION MIN LIQUID APPILLVD UJATERPROOFING: - TO ELEV 100-04. FIER.EORCE•ENT, RE: STRIJCT PLANTER ^ .. . • .„ • 11\13 tECEIVED CITY OF TUKVVILA AUG • 13 2010 PERMIT CENTER PROJECT CAPTAIN PROJECT NUMBER APPROVED BY CHECKED BY • DRAWN BY • DATE 0 JUNE 10, 2010 SCALE 1/8"=1'-0" DRAWING NUMBER P. A 3 OF 16' BICYCLE RACK CIRCULAR WALKWAY SS. Walk-in Freezer walls 9'X1 22-O 11' 9-3/4" 5'4" 5.-4" 2 0 4- 5'4" 26'-0" 00" Mechaincal Room LAMPPOST LANDSCAPE NEW.. • DELIVERY ENTRANCE PARKING PACES RESERVED FOR TFUCKLOAD UNLOAD FOR DELIVERY CONSTRUCT DRIVEWAY SIMILAR TO STD RS-09 10'0" WIDE Curb for gabage PU Ect NEW ENCLOSURE 8' ROLL UP DOOR EXIT/EMERGENCY LIGHT FIXTURE NEW CUT OUT FOR ENTRANCE NEW CUT OU FOR WALK-IN DOOR 54P- Glass , - washing ; Scullery Scullery ".= • ; . ..... Dish washing Existing Ladies' Room 3 • rff V o o :ROAST BEEF PARVING RICE SOUP HOT. PASTRY •;. HOT ITEMS /ii1* 6 R. • 5'-O" ' = 3 • GRIDDLE 'AA*Id 2 ';; hood , ... .... ; • : ..4*. • . . . , .. . . . . . . • 5,-4" 13'4" 5'-4" 4t-0" , r- 0 0 t• 6' 0" HOT FOOD DROP IN 17' PIP existing column (typ 2) 5•-0" HIGH PONY WALL SEE DETAIL 3 ON PAGE AD1 s ICE MAKER 3-0" ;I:. • ? • ' . , DT:1F PEE • • • • . . . . EXIT/EMERGENCY LIGHT FIXTURE 5'-0" EMERGENCY EXIT W, PANIC HARDWARE MIZUKI JAPANESE BUFFET NEW FULL HEIGHT WALL 35.-4" 0" 4'.0" 4,-0" STORAGE --r- -- 1 —1 F IT/EMERGENCY FIT FIXTURE T 5,4" 18' 7-1/4" SIDE WALK EXTERIOR LANDSCAPE AREA [ FRUIT SALAD 410J) CAKE ---' 5'-0" 51-0" HIGH PONY WALL / SEE DETAIL 3 ON PAGE AD1 stained concrete- sealed existing column (typ 2) 5'-0" HIGH PONY WALL 293" SEE DETAIL 3 ON PAGE AD1 Tukwila, Wa. 98188 SCALE: 3/16"=1-0" FLOORP LAN 17950 Southcenter Parkway 22'-0" REFRI CAKE DISP 9' 5-1/8" EXISTING PLANTER 10'6X10'6 WAIF AR 44114‘,* POST H"TOHUERS:E.DOORS T 0 REMAIN I:I OPEN AT ALL TIME DURING \ ENTRANCE I fr 28 : poUBLE GLASS DOORS EXITING IICECREAM 4•11=1•1•111■..araajj lirt■•• 4 -----1-- Il A A EXIT/EMERGENCY ‘\LIGI4T FIXTURE c, 34" high ADA Cashier counter " • . USINESS 18' 5-7/8" EXISTING PLANTER 108)00'6 . 54 4- 4 --t 22' 0" 5'4" 20'-5" 5'-4" 22-0" 5'4" 81-0' REVIEWED OR CODECOMPL k NCE APPPOV, D SEP 02 20 0 BULlItliti■IfGarg1 noN RECEIVED CITY OF TLIKVVILA AUG 1 a zoio PERMIT CENTER MONARCH TRADING CORPORATION TONTADRANT EQUIFINST DEM CONSULTANT 948 SOON DORIS St. / RAMS / Ifit 98108 TEL 206. 763-6181 / FAX 208. 76-6166 LICENSED ° INSURED ° BONDED CONSTR. CONTRACT NO MONARTCO2501 THIS DOCUMENT ENCLOSES DESIGN CONCEPT, 1NEORMATION AND DATA PRIOPRIETARY TO MONARCH TRADING CORPORATION WHICH ARE NOT TO 8E DISCLOSED OUTSIDE THE RECEIViNG ORGANIZATION NOR REPRODUCED IN WHOLE OR PART, EXCEPT BY PRIOR WRI It.N CONTRACTUAL ARRANGEMENTS WITH MONARCH TRADING CORPORATION. MIZUKI*BUFFET 1795O-SOUTHCENTER_PKWY TUKWILA,WA_98188 FLOOR_PLAN.. 4. • „7 I • . 1.)".".•;•:i"::-."-; • . ... .... „ DIRECTOR r ; • , ARCHITECT CAPTAIN • • PROJECTNUMBER• /7.•> - • APPROVED CHECKED ) DRAWN 1JAN92 1/4"=f-0" • 119'-4" • CONSTRUCT DRIVEWAY SIMILAR TO STD'RS-09 10'0" WIDE BICYCLE RACK Curb for gabage PU 5' SIDE WALK MONARCH TRADING C0RP0RATI0 SlESTAIHMET EQUIPMENT & DESIGN CONSULT, 948 SOUTH DORIS St. / SEATITH / WA 981 TEL 206. 763-6161 / FAX 206. 763-616 LICENSED INSURED *BONDED CONSTR. CONTRACT NO.: MONARTC00501 NEW DELIVERY ENTRANCE SIDE WALK CIRCULM WALKWAY NEW ENCLOSURE 8' ROLL UP DOOR THIS DOCUMENT ENCLOSES DESIGN CONCEPT, INFORMATION AND DAT PRIOPRIETARY TO MONARCH TRADIN CORPORATION WHICH ARE NOT TO 8 DISCLOSED OUTSIDE THE RECEIVIN ORGANIZATION NOR REPRODUCED IN WHOLE OR PART, EXCEPT BY PRIO WRITTEN CONTRACTUAL ARMNGEMEN WITH MONARCH TRADING CORPORATION ifrq. Walk-in Freezer, 9'X12' Dumpster EXISTING PLANTER 10'6X10'6 26' 0" Cornpacter *vs 16-r 2' 9-3/4° 18' 7-1/4" 9' 5-1/8" 18' 5-7, — -NEW-GUT GUT -- — FOR WALK-IN DOOR - MIZUKI*BUFFET IfF* C) c) 75 STORAGE EXTERIOR LANDSCAPE AREA 17950-SOUTHCENTER_PKWY TUKWILA,WL98188 MAIN ENTRANCE 5'-0° 17 R Hot holding steam buffet C table, 17' alad Station etich ! IS Ale 18' 5-7/8" EXISTING PLANTER 10'6X10'6 EQUIPMENT_PLAN * 22'-0" Carving stationr — w heat-, lamp Ice-cooled Drop in R *JE alad_ VMS ?-79 Pastry / No, 59' CAKE 00)#*4 R ICE-CREAM 34" high ADA Cashier, countef 9' 5-1/8" Ldcker 11 9-3/4" shelf for cleani g suppli s ICE FLAK ICE MAKEIR9 Employee rept, ii)6143R 20'-5" 85'-0" 81 -0" 4'-0" itn DIRECTOR „ . ARCHITECT CAPTAIN PROJECTNUMBER • APPROVED Scullery • 11-0" Scullery 00 Dish 4'-0" Ladies Room 4'41" 22-0" REVIEWED FOR CODE COMPLIANCE APPROVE SEP 0 2 2010 City of Tukwil BUILDING DIVIIION Ice Bin Soda rthcin 13'-e EMERGENPEXIT W, PANIC HARDWARE 5,-4" 35,-4" 224)" 22' 0" 13'-4" 119'4 MIZUKI JAPANESE BUFFET 17950 Southcenter Parkway Tukwila, Wa. 98188 224 seats RECEIVED •CITY OF TUKVVILA AUG 1 3 2010 PERMIT CENTER Mizuki Japanese Buffet 17950 Southcenter Parkway S Tukwila, WA 98188 Item City Description 1 3 11' Hood, typed with exh. MUA fans 1A 1 Fire suppression system 2 Spare numer 3 2 Gas rice cooker 4 1 10 burner range w oven 5 1 7 burner Wok range 6 4 Gas fat fryers 7 1 Gas convection oven, double deck 8 3 1 comp. Hand sink 9 1 Two door reach in Refrigerator 10 5 S/S work top table, 30 "x60" 11 2 Sandwich prep refrigerator 12 1 S/S work top table, 30 "x36" 13 1 S/S Double tier pass thru shelf 14 1 Floor Mixer, 30 QT 15 1 Flake Ice machineon Bin 15A 1 Ice storage Bin 16 2 Cube ice maker on bin 16A 1 Ice storage Bin 17 1 . Mop Sink, floor sink 18 2 Gas water heater 19 1 2 comp. food prep sink w 2 DB 20 1 1 comp. food prep sink w 1 DB 21 4 Floor model hand sink 22 1 Type Two vapor Hood, 353' w fan 23 1 Dishwasher for glassware. Low temp 24 1 Clean dish table, 6 ft , right side 25 1 Soiled dish table with prerinse sinks 25A 2 Pre -rinse faucet unit 26 1 Type Two vapor Hood, 3'x5.5' w fan 27 . .1 Dishwasher double rack: Low4emp. 28 1 Clean dish table, 6 ft ,left side 2 Dish rack dolly 29 30 1 wire shelving, 4 tier 31 1 1 Comp Soak sink, no drainboard. 31A 1 Wall mount faucets 32 1 3 comp Wash sink w 2 drainboard 32A 2 Wall mount faucets 33 1 Three door reach in Refrigerator 34 1 One door reach in freezer 35 1 Two door reach in Refrigerator 36 1 16' Hood, type !with exh. MUA fans 36A 1 Fire suppression system 37 1 Two comp. food prep sink 37A 1 Wall mount faucet 38 1 S/S work top table, 30 "x36" 39 2 Bun Pan Rack 40 1 1 Hole wok range 41 1 Combi Oven on stand 42 1 Radiant charbroiler 43 1 1 comp. food prep sink w 1 DB 44 1 Insulated food warmer 45 1 Cube ice maker on bin 45A 1 Ice storage Bin 46 1 Drop in Hand sink 47 1 Ice storage bin 48 1 Coffee maker 49 1 Sake Dispenser 50 1 Undercounter Cooler 51 1 Twin Tea Urn 52 1 Soda Fountain 53 1 Cashier /Wait. Counter 54 1 Glass chiller 55 1 Draft beer cooler 56 2 Drop in refrigerated unit 57 1 12' Hood, type !with exh. MUA fans 57A 1 Fire suppression system 58 1 Hot food warmer 59 1 60" thermo Griddle on stand 60 36" Radiant Charbroiler 61 1 Drop in hot food unit 62 1• Drop in hot food unit 63 2 Soup warmer, drop in, 11 QT 64 1 Rice warmer 65 2 Carving station with heat lamp HEATED DISPLAY SHELF 66 1 Drop in hot food unit 67 3 Drop in hot food unit 68 2 Ice - cooled Drop in salad unit 69 1 Ice- cooled Drop in salad unit 70 1 Cake display granite top 71 • 1 • Refrigerated Case 72 1 Icecream dipping cabinet 73 1 Icecream dipping well 74 1 One door reach in freezer 75 4 Work Top Refrigerator 76 1 Chef table 30x60" w drop in sink 77 1 spare 78 1 Walk -in cooler, 6'x8'x8' 79 1 Walk -in freezer,8'x12'x8' 80 1 Walk -in freezer, 6'x15'x8' 81 3 Walk -in shelving 82 2 Dry storage shelving 83 1 Locker 84 1 Garbage Compactor /dumpster 85 Spare 86 Spare 87 1 A comp. food prep sink w 2 DB 88 .3 Undercounter Cooler 89 3 Sushi Case, 60" 90 1 Ice- cooled Drop in salad unit EQUIPMENT SCHEDULE Make CaptiveAire Amerex Reinai American WIN Pitco Duke Turbo Turbo TRUE TRUE Turbo MTC Thunderbird Hoshizaki Hoshizaki Hoshizaki Hoshizaki Fiat by Plumber RJ Fab Turbo GSW CaptiveAire AutoChlor RJFab RJFab Fisher CaptiveAire AutoChior RJFab Cambro Eagle Turbo Fisher Eagle Fisher TRUE TRUE TRUE CaptiveAire Amerex Turbo Fisher Turbo Winco Imperial Rational Crown Verity Turbo Metro Hoshizaki Hoshizaki GSW Randel Cecilware Taiji TRUE Cecilware Coke Custom TRUE TRUE Duke CaptiveAire Amerex Duke MagicKitchen MagicKitchen Duke Duke APW TaHong Hatco HATCO Duke Duke Duke Duke Structural Concept Kelvinator GSW TRUE TRUE RJ Fab Norlake Norlake Norlake Metro Metro Win -holt Waste Management Turbo TRUE Hoshizaki Duke Model 5424ND_PSP RER55N AR10 WINCW10 35C E101G TSA -18 -L1 T49 TSW3060 TSSU72 -30M TSW -3036 Custom ARM30 F801 M_HC B300 KM 1340MAH B1500SS MS2424 RJ- 1824 -2D18 TSB- 1 -24 -L1 1615F VH1 A4 CDT72 Custom 2210 -WB VH1 D2 CDT72 CDR2020 24x60 TSB- 1 -24 -N' 3200/3962 314- 24 -3 -14 3200/3963 T72 T23F T49 5424ND_PSP TSA- 2 -18 -D1 TSW3060 ALRK20 CRA1 SC62 MCB6ONG TSA- 1 -18 -L1 C539 -CDS -U KMD450M -H B300 HS1615I 9510 -IC CS3 TSK130A TUC48 CL100 GC50 TDD3 AD -4M -N7 5424ND_PSP E303 MKG60 -E -NC FM636RMB -NC ADI4ESW ADIIESW SM50 -11 D SJE20000 GRSSR2O- DL77516 HBGB4818 ADI3ESW ADI5ESW ADI51 ADI31 HV56 Visidipper HS- DSRE T23F TWT72 Custom FL688 -R FL812 -F FL615 -F TSA -18 -D 1 TUC60 HNC150BA -R -S ADI21 Note: CW =Cold water supply, HW =Hot water Supply, DW= Direct waste, IDW= Indiirect waste Utility 35K (2) btu/ 1/2 "Flare 380K btu/ 3/4" NPT 700K btu 1.5" NPT 100K (4) btu/ 3/4" NPT 80k btu/ 3/4" NPT Hw /cw /dw Cw /Idw Cw /Idw Hw /cw /dw verify Hw /cw /Idw Hw /cw /Idw Hw /cw /dw Hw /Idw Cw /Hw /DW Hw /Idw Hw /cw /dw Hw /cw /dw Hw /cw /Idw. Hw /cw /Idw Hw /cw /Idw 129K btu, 3/4" NPT Hw /cw /Idw CW /IDW Hw /cw /dw Hw /cw /Idw Hw /cw /Idw CW /IDW 150K btu/ 3/4" NPT 90K btu / 3/4" NPT CW /IDW Hw/cw/dw verify Hw /cw /Idw Electrical 120/208v/60/1 ph (4) 120v/60/1 ph/ 9 amp 120v/60/1 ph/ 12 amp 120v/60/1 ph/ 12 amp (2) 120v/60/1 ph /,12 amp 120v/60/1 ph/ 14 AMP 208V/60/1 PH /10 AMP 120v/60/1 ph 120v/60/1 ph/ 20 amp 120v/60/1 ph 120v/60/1 ph/ 20 amp 120v/60/1 ph/ 12 amp 120v/60/1 ph/ 12 amp 120v/60/1 ph/ 12 amp 120/208v/60/1 ph (2) 208v/60/3 ph 120v/60/1 ph /2000w 120v/60/1 ph/ 20 amp 120v/60/1 ph /1.8kw/15 amp 120v/60/1 ph /1 kw 120v/60/1 ph/ 12 amp 120/208v/5.3 kw 120v/60/1 ph/ 12 amp 120v/60/1 ph/ 12 amp 120v/60/1 ph/ 1/4 hp /4 amp 120/208v/60/1 ph 208v/60/1 ph 208v/60/1 ph /2000w 208v/60/1 ph /500w (2) 208v/60/1 ph /500w (2) 120v/60/1 ph/ 5 amp 120v/60/1 ph/ 12 amp 120v/60/1 ph /850w 120v/60/1 ph /1500w 120v/60/1 ph /2500w 120v/60/1 ph/ 18 amp 120v/60/1 ph/ 12 amp 120v/60/1 ph/ 2 amp 120v/60/1 ph/ 8.8 amp /790w 120v/60/1 ph/ 12 amp 120v/60/1 ph/ 12 amp 120/208v/60/1 ph 120/208v/60/1 ph 120/208v/60/1 ph 120v/60/1 ph /10 amp 120v/60/1 ph /13 amp. Note Provide splash guard where needed to floor sink to floor sink Provide adequate need To floor sink To floor sink Provide splash guard where needed To floor sink To grease interceptor To floor sink To grease interceptor To grease interceptor To floor sink. To floor sink/grease interceptor To floor sink /Splash guard To floor sink To floor sink To floor sink/Need backflow prevention To floor sink/Need backflow prevention To floor sink/Need backflow prevention To floor sink/Need backflow prevention To floor sink/Need backflow prevention to floor drain To floor sink/Need backflow prevention To floor sink /Need backflow prevention To floor sink/Need backflow prevention To floor sink/Need backflow prevention To floor sink/Need backflow prevention Need cond. Drain Need cond. Drain Need cond. Drain To floor sink/Splash guard To floor sink/Need backflow prevention ALL EQUIPMENT ARE OF NSF LISTED COMMERCIAL MODELS. HEALTH DEPT NOTES 1. HOT WATER TEMPERATURE AT HANDSINKS TO BE AT LEAST 100 DEGREE BUT NOT TO EXCEED 120 F. INSTALL MIXING VALVE. WHEN NEEDED, HOT WATER MUST REACH ALL KITCHEN AND RESTROOM HAND WASH SINKS WITHIN 15 SECONDS, 2, HOT WATER HEATER MUST BE ABLE TO ACCOMODATE ALL HOT WATER NEEDS. 3. DISH /UTENSILS WASHING EQUIPMENT 3- COMPARTMENT SINK IS MANDATORY REQUIRED: ( COMMERCIAL DISHWASHER IS OPTIONAL ) AND SINK TUBS TO BE LARGE ENOUGH TO .ACCOMODATE THE LARGEST ITEM TO BE WASHED. 4. ENSURE WALL, WINDOWS, DOORS AND CEILINGS IN KITCHEN ARE CONSTRUCTED WITH SMOOTH FINISH, NON- ABSORBENT SURFACES AND EASILY CLEANABLE. 5, ENSURE FLOORS AND FLOOR COVERINGS IN ALL AREAS ARE CONSTRUCTED OF EASILY CLEANABLE MATERIALS KEPT CLEAN, IN GOOD REPAIR AND COVED AT THE FLOOR WALL JUNCTURES, 6, LIGHTING IS REQUIRED TO BE AT LEAST THIRTY (30) FOOT CANDLES AND BE PROPERLY SHIELDED. 7. PROVIDE HAND SOAP AND TOWEL OR HAND DRYER FOR EACH HAND SINK UNIT. 8. ALL REFRIGERATION UNITS TO HAVE TEMPERATURE HOLDING NOT MORE THAN 41 DEGREE HOLDING, AND EQUIPPED WILL THEMOMETERS TO MONITOR TEMPERATURE OF PRODUCTS INSIDE THE UNITS. 9. ALL EQUIPMENT USED MUST BE OF NSF LISTED COMMERCIAL MODELS. 10: ALL ELECTRICAL /PLUMBING SYSTEMS MUST BE DESIGNED AND INSTALLED ACCORDING TO CURRENT LOCAL CODES. 11. A PRE- OPENING INSPECTI ❑N IS REQUIRED PRIOR TO OPENING BUSINESS TO SERVE PUBLIC. MIZUKI BUFFET 17950 Southcenter Parkway, Tukwila WA 98188. Sushi, Sashimi, Tempura, Teriyaki Chicken, Salmon, Fresh Seafood, Crab Legs, King Crabs, Oyster, Hot Entrees, Udon Noodle Bar, Fried Rice, Salads, Soup, Fruit, Desserts and MORE!!! SA.TVIZDA,Y Er SV'T•i DAY ALL DAY DINNER DVF ET AREA COOKING KITCHEN RESTROOM DINING HALLWAY OFFICE Counter top Buffet Counter Work counter Cabinetry 1 ROOM FINISHING SCHEDULE WALL 24 GA SS FLASHING FRP behind sinks Semigloss paint throughout Marble tile Semigloss paint throughout FRP or SS Flasing behind sinks Semigloss paint throughout Material used FLOOR Quarry tile Quarry tile Quarry tile Marble tile Stained sealed concrete Stained sealed concrete be Cove base tile file 12 " Marble tile 4" Rubber 4 " Rubber �0 b 10 CEILING Washable ceiling tile,2x4 Washable ceiling tile,2x5 Washable ceiling tiie,2x6. GWB, Painted Open, Pained Open, Pained GWB, Painted Cashier and wait station - plastic laminated wood construction Smooth washable Materials such as Corian, man -made fiberglass material, (sealed natural stone is optional) 16 ga Stainless steel NSF model p I nal) Laminated or painted wood board REVIEWED FOR CODE COMPLIANCE APPROVE; SEP022010 City of Tukwila !IJILDING . DIVISION RECEIVED CITY OF TUKWILA AUG 13 2010 PERMIT CENTER MONARCH TRADING CORPORATION RESTAURANT EQUIPMENT & DESIGN CONSULTANT 948 SOUTH DORIS St. / SEATTLE / WA 98108 TEL 206. 763 -6161 / FAX 206. 763 -6168 LICENSED a INSURED 1 BONDED CONSTR. CONTRACT NO.: MONARTC06501 THIS DOCUMENT ENCLOSES DESIGN CONCEPT, INFORMATION AND DATA PRIOPRIETARY TO MONARCH TRADING CORPORATION WHICH ARE NOT TO BE DISCLOSED OUTSIDE THE RECEIVING ORGANIZATION NOR REPRODUCED IN WHOLE OR PART, EXCEPT BY PRIOR WRITTEN CONTRACTUAL ARRANGEMENTS WITH MONARCH TRADING CORPORATION. PROJECT MI'ZUKI JAPANESE BUFFET 17950 SOUTHIENTER PKWY TUKWILA, WA 98188 DRAWING TITLE. *' EQUIPMENT SCHDEULE * : MENU REVISIONS No. Date Description PROJECT DIRECTOR KTL PROJECT ARCHITECT. PROJECT CAPTAIN PROJECT NUMBER APPROVED BY CHECKED . BY DRAWN BY * . KTL DATE * ....:J sT... DATE- JUNE 1ST, 2010 SCALE 1/2 " =1' -0" DRAWING NUMBER 4', OF.VO " -- SNEEZE GUARD (END VIEV» if*2' -4" (SINGLE SIDE SERVING) SNEEZE GUARD (BUFFET OR SMORGASBORD SHIELDING) SCALE: 112 " =1' -0" 10 10" ._r PLATE RACK, OR, CONDIMENT SELF SERVICE FOOD AT BUFFET TABLE fi I 34" 27" (MAX.) (MIN.) i BUFFET TABLE SCALE: 1/2"=1'-0" (CEILING) BUFFET`TAtarE III �I BUFFET TABLE L WALL AT BUFFET TABLE 7 4'-4" 34" 1 _ SCALE: 1/2" 1,.a. CHAIR ARMLESS 35" 5' 10" (MIN.) 30" 35" 26" ■ y1/2•� (-3.1/2" 1 (BOOTH) BASE 14 "-- 30" (TABLE) 2" 0 LEG 1 -1/Z' 27 -32' 34" (MAX.) 6111 MAX. DINING TABLE SCALE: 112" =1' -0" 31 -1/4" 17- 112" 48 -3/4" BOOTH SEAT. ING SCALE: 1/2 " =1' -0" 2'-8" COUNTER TOP 1 -1/2" 34" (MAX.) 9" MIN. CASHIER'S COUNTER (OPTION -2) SCALE: 1/2"=1'43" 34" 5/8" GVVB STEEL STUD FL. PLATE FLOOR) --14" 2 CASHIER'S COUNTER SCALE: 1/2 " =1' -0 R (OPTION-1) URINAL (IF APPLY) 5 =0" MIN. 49'. 60" MIN. (P -LAM OR FRP) WASHABLE WALL FINISH TYP. S/S GRAB BAR 18" �--4 I 24" MIN. A - - ---- -� y WATER RELEASE / 17 -19' " 59" MIN. (55' MIN. IF WALL HUNG WATER CLOSET IS USED (PARTITION IF APPLY) LAMINATED LEGLESS 39"- 41" --/ MAX. 54" MIN. 18" MIN. (SIDE) BLK 7 TO 9" J T.P. _39.4q" 15" MIN. (LIGHT FIXTURES) (MIRROR) SOAP -■-- P.T. P.T. i SINGLE ARM i fin FAUCET 01 I 5-1/7' 7.<7 —LT LAVATORY 'TEMP. SHIELDING CONTINUOUS 87.8" TILE COVE BASE 79' MAX. TOWEL .•. BARRIER FREE REST ROOM DETAIL SCALE: 1/2" = 1' -0' 28" (8"X8" TILE FLOOR) ABBREVIATIONS TYP = TYPICAL MAX = MAXIMUM MIN - MINIMUM T.P. = TOILET PAPER P.T. = PAPER TOWEL BLK..- BLOCKING at) ---- I GI 5 =8' MIN. WALKWAY A (ADA 11 [-) C] WALKWAY ,'": t ciEagD +H� WHEELCHAIR \ TABLE HEIGHT WALKWAY 44" (FOR °A-2" OCCUPANCY) SEAT WALKWAY 42' (FOR "B" OCCUPANCY) (WALL) TA84E SIZE 30X48 a a DINING TABLE CCHAIR ss b q TABLE NUMBER 30X48 a a 5' -S' 10' 19" 5 =8" MIN. TYP. SEATING ARRANGEMENT MIN. SCALE: 1/2 "T1' -0" 6' -8" 3' ALL RESTROOM DOORS TO HAVE AUTO - CLOSER TYP. LEVER TYPE HANDLES ON ALL RESTROOM DOORS 38" (DOOR) MIN. --18" 411 MEN •• • • 6' MIN. (Pictograms) 1" TEXT jr Tactile 3" charactors jr COLOR- WHITE BLUE BACKGROUND RESTROOM DOOR AND DOOR SIGN SCALE: 1/2"=1'-0" ro REVIEWED FOR CODE COMPLIANCE APPROVED SEP•02 2010 City of Tukwila BUILDING DIVI IO l RECEIVED CITY OF TUKWILA AUG 1' 3", 2010 PERMIT CENTER MONARCH TRADING CORPORATION RESTAURANT EQUIPMENT & DESIGN CONSULTANT 948 SOUTH DORIS St / SEATTLE / 11A 98108 TEL 208. 783 -8181 / FAX 208. 783 -8188 LICENSED x INSURED E•BONDED CONSTR. CONTRACT NO.: UONARTC08501 THIS DOCUMENT ENCLOSES DESIGN CONCEPT, INFORMATION AND DATA PRIOPRIETARY TO MONARCH TRADING CORPORATION WHICH ARE NOT TO BE DISCLOSED OUTSIDE THE RECEIVING ORGANIZATION NOR REPRODUCED IN WHOLE OR PART, EXCEPT BY PRIOR WRITTEN CONTRACTUAL ARRANGEMENTS WITH MONARCH TRADING CORPORATION. PROJECT MIZUKI JAPANESE BUFFET 17950 SOUTHCEN .TER PKWY. TUKWILA, WA 98188 DPAWING TITLE PROJECT DATA NOTES SITE MAP REVISIONS No. • Date Description z 7/2,4 fe)-o'd gk. PROJECT DIRECTOR KTL PROJECT ARCHITECT PROJECT CAPTAIN PROJECT NUMBER * APPROVED BY CHECKED BY DRAWN BY KTL DATE JUNE 10, 2010 SCALE 1/2 " =1' -O" DRAWING NUMBER P A PT OF 1 CONSTRUCT DRIVEWAY SIMILAR TO STD RS-09 10'0• WIDE BICYCLE RACK EMERGENCY EXIT LIGHTTO MEET THE AVERAGE 1 -FOOT CANDLE AT THE WALKING SURFACE REQUIREMENT 5' SIDE WALK SIDE WALK CIRCUI4R WALKWAY 8' ROLL UP DOOR 28'-0' --�- -NEW . GUT FOR WALK -IN DOOR 18'7 -114': 9' 5.1/8• -. 18'5 -- alSTORAGE Waik-in coder, er, 8X10` EXTERIOR LANDSCAPE AREA awning. l : ig Exr; /EMERGENCY UGHT FIXTURE POST: TH AT ALL'S# 18' 5-7/8• EXISTING . PLANTER 10'8X10'8 iii EXIT /EMERGENCY LIGHT FIXTURE 18' 7 -114• 9' 5-1/W WORK TABLE 1.111; 1U04.i POSTING OF OCCUPANT LOAD. Every room or space that is an assembly occupancy shall have the occupant load of the room or space posted in a conspicuous place, near the main exit or exit access doorway from the room or space. Posted signs shall be of an approved legible permanent design and shall be maintained by the owner or authorized agent. MEA IBC 1006.1 hlu The means of e illuminated at a means of egress IBC 1006.2 Illu The means of e 1 foot - candle at IBC 1006:3 Illur The power sup normally be pro, In the event of system shall auto 1. Aisles and two or mon 2. Corridors, 3. Exterior eg 4. Interior exit 5. Exterior lar* S OF EGRESS I LUMINATION (nation required ress, including t e exit discharge, shall be I times the buil•'ng. space served by the is occupied. ination level. ress illumination -vel shall not be less than to walking level.. min at any point 0.1 f -c ination emerge y power. )Iy for means o egress illumination shall ded by the premi es' electrical supply. wer supply failu -, an emergency electrical matically.illumina e the following areas: inenclosed staff :ys of rooms that require means of egress. xit enclosures an exit passageways.. ess components. . discharge elerne ts... sings... for exit dig harge doorways,..' Glass washing EXIT ta.4ERGE;NCY LIGHT FIXTURE Soiled table _ _1 EXIT /EMERGENCY LIGHT FIXTURE EXIT /EMERGENCY UGHT FIXTURE; ;err/EMERGENCY L€C •ff FIXTURE 18'-0' Ladies Room 13'-4' 1 o EXISTING xx r EXIT /EMERGENCY UGHT FIXTURE EAT /EMERGENCY LIGHT FIXTURE i 7 s'-4• y 22'.0• 4k 5'-4• 13'-4' 119'• MIZUKI JAPANESE BUFFET 17950 Southcenter Parkway Tukwila, Wa. 98188 SCALE: 3/18'1=1' -0" Suspension Systems for Acoustical Lay -in Ceiling system MONARCH TRADING CORPORATION General Note • Ail main beams are to be Heavy duty • All wire ties are to be three tight turns around itself within three inches. Twelve gage Hanger wine spaced 41 on center Lateral Force Bracing (figures 2, 3 and 5) Lateral force bracing is required for ceilings over 1,000 square feet and not required for ceilings less than 1,000 square feet provided they are surrounded by four walls and braced to structure. Lateral Force Bracing shall be 12 feet on cent (maximum) and begin no farther than 6 feet from walls. Splay wires are to be four 12 gage wires attached to the main beam. Wires are arrayed 90° from each other and at an angle not exceeding 45° from the plane of the ceiling. (See Figure 2 & 5) Splay wires are to be within 2 inches of the connection of the vertical strut to suspended ceiling.. (See Figure 3) Right bracing may be used in lieu deploy wires Ceilings with plenums tress than 12 inches to structure are not required to have lateral fora braciry. Vertical struts must be positively attached to the suspension systems and the structure above. The vertical strut may be EMT conduit, metal studs or a proprietary' compression post (bee flgum 3). Wall .Moldings (figure 4) all moldings ( perimeter closure angles) are required to have a horizontal flange 2 inches wide, unless alternate methods are approved prior to Installation by the focal building department and the designer of record. One end of the ceiling grid shall be attached to the wall molding, The other end shall have a 314 inch clearance from they'd and free to sue. (See Figure 4) The grid shall be attached at two adjacent walls (pop rivets or approved method). There shall be a minimum 314 inch clearance Born the end of the grid system at un- attached walls.. Spreader Bars (figure 4) Spreader (spacer) bars or other means approved by local building department shall be used to prevent the ends of the main beams at perimeter walls from spread open during a seismic event. Perimeter wires shall not be in lieu of spreader bar. Wire tying is an acceptable alternative to spreader burs. Spreader bare are not required If a 90 degree intersecting cross or main is w 8 Inches of the perimeter waif. RESTAURANT EQUIPMENT & DESIGN CONSULTANT 948 SOUTH DORIS St. / SEATTLE / WA 98108 TEL 208. 763 -6181 / FAX 206. 763 -6168 LICENSED a INSURED s BONDED CONSTR. CONTRACT NO.: MONARTC06501 THIS DOCUMENT ENCLOSES DESIGN CONCEPT, INFORMATION AND DATA PRIOPRIETARY • TO MONARCH • TRADING CORPORATION WHICH ARE NOT TO BE DISCLOSED OUTSIDE THE RECEIVING ORGANIZATION NOR REPRODUCED IN WHOLE OR PART, EXCEPT BY PRIOR WRITTEN CONTRACTUAL ARRANGEMENTS WITH MONARCH TRADING CORPORATION. PLUMB 1/6 MAX. - +--- -- MAIN BEAM (figure 2) SUSPENSION CEILING SYSTEM CROSS TEE PROJECT Maximum Lengths for Vertical Struts llr EMT conduit up to 8'0" 3/4' EMT conduit uploo a r VEMToondUt to10'O" .4 S!8"nhbdstud 25gsge) autod'T 21/x' msinl.atud (2s�nn) up to 10' e" MIZUKI JAPANESE BUFFET 17950 SOUTHCENTER PARKWAY TUKWILA, WA , 98188 314'MUi. (figure 1 ) t AT UNATTACHED MOLLS Hanger (Suspension) Wires '�""` MOWING (figure 4) Hanger and perimeter wires wrist be plumb within 1 In 8 unless (figure 5) Hanger wires she{! be 12 gage and spaced 4 feet on center or 10 gage spaced 5 feet on center. Any connection device at the supporting construction shall be capable of carrying not less than 100 pounds. For essential fadiities, hanger wire connections must be capable of canyfng 200 pounds and bracing (splay) wires shall be capable of carrying 440 pounds, shot -in anchors in concrete are not permitted for bracing wirress. Bracing wires shah be attached to the grid and to the structure . in such a manner that they can support a design load of not less than 200 pounds or the actual design load, with a safety factor of 2, whichever is greater. Powder driven fasteners must be approved for the appropriate loading. Terminal ends of each main beam and cross tee must be supported within 8 inches of each wall with a perimeter wi e (see figure 4 & 5). (figure 4) 460 OR LESs IDRAWING TITLE • WALL AND CEILING SECTIONS •MAIN BEAM -- •--- CROSS TEE --12 GAGE SPLAVED WIRE REVISIONS No. Date Description LAMINATED MATERIAL TO OVERLAY 1r MIN. OVER STRAIGHT UNE (ON BOTH SIDES FACING DIN. RM.) LAM. OR, VENEER WALL COVERING PROJECT DIRECTOR (EXIST. ROOF FRAMING & TRUSS) WOOD NAILER PROJECT ARCHITECT 1/2 OF PLASTIC TUBING DOSING ROOF J(ST 180. TOP PLATE CEIL. TILES ROVED BY 1 LIG TOP PLATE 224 STEEL STUDS 61g'O.0 ;1/4K STEEL PLATE 3.55' 220. STEEL STUDS 018"O.0. ►FLOOR PLATE (S8G) ANCHORED Vlt MIN. 2.1/2 CONC. NAiLS21" 0.0. • a. ■�• 5S. l.n iii+ ' 25GA MIL S1U0 3- 5/8 "x1 -1 /4" ICBO ItE 3403 P 024" 5/8' DRY WAIL RN. TYPE 'X' GYP. BD. 25GA MR S1UD -- 3 5/8''x1 -1 /4" ICBO # 3403 P 024" :O.0 (FLOOR) EXIST. •STRUCTURE (METAL DECK AND CONC.) CEILING SECTION OVER BUFFET AREA TYP SECTION (:--1) SCALE:1!T=1' -O" DRAWING N P,A9OF16 I EXIT I FAN 100 CFM VENT TO OUTSIDE Exit / Emergncy Battery Pack with Charger and Sealed Beam Head IAN IFC / IBC 1006 EMERGENCY LIGHTING Emergncy Battery Pack with Charger and Sealed Beam Head TAW IFC / IBC 1006 NIGHT LIGHT • L6 2 x 2 FLUORESCENT TROFFER (1 x T-8 25w) SWITCH 2 x 4 FLUORESCENT TROFFER T8 SPx50 (3 x T-8 32w) 96 W EACH. TOTAL 28 FIXTURES TOTAL 2688 WATT 0 Li L2 L3 L4 L5• LARGE PENANT CFL w. 3 LAMPS x 60 w=180 w ( 14 EACH) TOTAL 2520 WATT 6" RECESS CAN LIGHT ICPL 65W ( 25 EACH) TOTAL 1625 WATT JUNO TC-2 LITHONIA L INDUSTRIAL LAMP, 64 W (6 EACH), 6X64= 384 WATT MEDIUM PENDANT UL LISTED 60W ( 39 EACH) TOTAL 2340 WATT SMALL DECOR PENDANT UL LISTED 40 W ( 17 EACH) TOTAL 680 WATT D905 DECOR ALL LAMPS ARE UL APPROVED FOR CFL LAMP USE CIRCULAR WALKWAY .1111•■•,*: 85-0" IXI1!ING KIETERIOR WAIL' 224r 514• 11• 9-3/4" • 100• 6 Mechaincal Room 0 rof access J._ (6) 1. Walk-in Freezer walls 9%12' 2014 KIT Fidaspriniderting 0/ •Room 1 Existing WaU 1 W N • METAL STU T_Ia Is 1-- room • /FAN 50 CM 1 1 VTO 0 CEILING rest IG ACOUSTI 9' (EXI CE ING 0 I 25 NL DELIV6RY ENTRANCE F EW C DR E ■••••••• T OUT CE NEW ENCLOSURE 119'4' 8' ROLL UP DOOR EMERGENCY EXIT W, PANIC HARDWARE H 11. tercooter 0 12 Dumpster corn WASHINGTON STATE ENERGY CODE CHAPTER 51-11 WAC (2006 EDITION) CHAPTER 15 LIGHTING AND MOTORS SECTION 1520 - PRESCRIPTIVE LIGHTING OPTION TABLE 15-1 UNIT LIGHTING ALLOWANCE (LPA) USE: RESTAURANT/BARS 1.3 LPA (Wilt) ALLOWED: 9023 SF TOTAL X1.3 = 11730 WATT TOTAL ALLOWED. PROPOSED: SEE ATTACHED LTG-INT INTERIOR LIGHTING SUMMARY TOTAL DINNING/PUBLIC AREA = 8317 WATT TOTAL KITCHEN AREA = 2112 WATT TOTAL PROPOSED. 10429 WATTS within range ACOUSTIC CEILING NOTE: KITCHEN ACOUSTIC CEILING HEIGTH 9' (EXISTING) OFFICE/WAIT AREAS CEILING HEIGHT • 10' EXISTING - NO CHANGES BANQUET ROOM CEILING HEIGHT 10' -- EXISTING - NO CHANGE ADA RESTROOM HARD LID 5/8" GWB CEILING HEIGHT 10' ARE EXISTING, NO CHANGES NEW EMPLOYEE RESTROOM HARD LID 5/8" GWB CEILING HEIGHT 9' DINNING ROOM ACOUSTIC CEILINGS TO BE REMOVED REMAINS OPEN CEILING PAINTED WITH SEMI-GLOSS EXPOSED TO STRUCTURE - AT CEILING HEIGHT PAINTED GWB - NO CHANGE LUMINCOR DECOR PANELS. 4'X8' (14 EACH) SIDE WALK NOTE: Contractor to verify accurate existing wall sections and ceiling grid height at site NEW 8" METAL.MCI ALL TO C HOOD II.I 10X21 1 1 1 1 1 1 10X21 1 U I LU 0 10X29 —Type.411, o-e-41 .,/ I I I Glass I 1 washing Sculley r 19'0" EXISITING F S 100 FM lrro EA H ROCK 134' 5.4. Existing Ladies Room A I.ESTR9OM HARD IlD GWB CEILING 0 0 Existing Men's Room L2 + -1— '..■•••••411. • EXTERIOR WALL 41\ Awning /611r* \.\\ himN 1/47,11171 _ ---- \rr I EMT 14X18 —w- 1 1 --+- 1 1 1 1 1 0 EXIT 1 0 L4 1 1 4- NL P>1 LAMINCOR PANEL 4X8' TYP 0 0L5 9' 5-1/8" - 4%0' HIGH PONY WALL LARGE PENDANT LIGHT (L1) Dinning room lighting 011tffklYJ)r 20'-5* existing columii(typ 2) NEW FULL HEIGkIT WALL "VMMISMI101.111111811■111111MIIMOII EXIT EXIT T existing colwTm (typ 2) OPEN CEILING - PAINTED WITH SEMI-GLOSS PAINT —11Ir 131-4" L. 514. EMERGENCY EXIT W, PANIC HARDWARE 35.-V NEW emergency exit MIZUKI JAPANESE BUFFET 17950 Southcenter Parkway • Tukwila, Wa. 98188 119'4" EXTERIOR WALL 221-0' LL 5%4" L 5•4• 22%0' 514 REFLECTED CEILING PLAN SCALE 3116=1'.4r N C,) Ti-1 1 22-0' EVINED FO 514RE R CODE COMPLIANC 81 -0" E APPIVIVED SEP 0 2 2010 City ot Tukwila UILDING nivisin4 P. Revised July 28, 2010 .... ..... MONARCH TRADING CORPORATION EISTARBANT 141121021 & MEM CONEOLTANT 663 ROUTS DIMI0 St, SEAM )1 VA NUM TIM 206. 763-0101 FAX 206, 768-0106 LICENSED* INSURED* BONDED CORM. CONTRACT NO.: li0NANTC00501 THIS DOCUMENT ENCLOSES DESIGN CONCEPT, INFORMATION AND DATA PRIOPRIETARY TO MONARCH 'TRADING CORPORATION WHICH ARE NOT • TO DE DISCLOSED OUTSIDE THE RECEMNG ORGANIZATION NOR REPRODUCED IN WHOLE OR PART, EXCEPT BY PRIOR WRTTTEN CONTRACTUAL ARRANGEMENTS WM1 MONARCH TRADING CORPOMTION. 111ZUKLBUFFET 17660_,SOUTaNTER,IIT SOUTRCENTER TUKWILA,Wit,..,98188 *** SHEETTITLE1 SHEETTITLE2 SHEETTITLE3 DIRECTOR ARCHITECT CAPTAIN . R.. . • .--PROJECTNIAIHER.- APPROVED • v L.„‘„, CHECKED KTL ft„ 28JULY2010 RECEIVE - CITY OF TUKVV1LA AUG 1 3 2010 PERMIT CENTER kitchen use remain drop ceiling at 9'0" high Replaced with washable fire rated GBW with vinyl face Typicallly: 1 /2 "x2'x4' Gridstone Fire Shield Gypsum Ceiling Panels Cat. No. GB 5045 meets ASTM Std C1396 and CSA Std A82.27 BOTTOM OF EXISTING ROOF STRUCTURE BENT PLATE 3X186A X 0' -6" WITH 3 - #8 METAL SCREWS EA. LEGN 3 5/8 "x20 GA. 8' -0" O.C. MAX. METAL STUD BRACE -2 MIN. PER WALL -ALT. SIDES CLEAR SILICON SEALAN I ON BOTH SIDES, TYPICAL 2 MIN. CLIP FLANGE TO FORM SHOE 3 - #10 SELF-TAPPING METAL SCREWS ,BENT PLATE 3X186A X 0, -6" WITH 3 #8 METAL $CREWS EA. LEG 2- 1/2 "x5 -1/2" METAL STUD 0 16" O.C. 20 GA. DW w. 5/8" TYPE X GWB ON BOTH SIDES ANCHOR BOTTOM . TRACK W/ 1 1/8" LONG POWER ACTUATED CONC. NAIL 0 24" O.C. MAX. 4" RUBBER BASE FINISH FLOORING. EXISTING CONCRETE SLAB 3 -1/4" X 1" SELF- DRILLING METAL SCREWS 350T162 -43 X 0'-4" 4, CEILING LINE TOP TRACK STUD s. TOP TRACK' 45" 3 #10 SELF - TAPPING' METAL SCREWS \ 3505162-43 STUD BRACE SECTION A A TOP OF WALL BRACING DETAIL N.T.S. METAL ROOF DECK Decor Penda (L5) nt Dinning and Buffet Areas have open cei TRACK BLOCK PIECE -, TO MATCH WAU. STUD CLIP FLANGE AND BEND INSTALL 0.C. FRAMED WALL. r. 2 - #10 SELF- DRILLING 7- METAL SCREW EA. SIDE SCREW ATTACHMENT • TAUT FLAT STRAPS WALL BRIDGING DETAIL N.T.S. L5 Decor U'..ie SMALL PENDANT LIGHT 18 W CPL .v, 1/2" SLEEVE ANCHORS SPACED 32" O.C., EMBEDDED 2" INTO' EXISTING CONCRETE BOTTOM TRACK DETAIL N.T.S. #10 SELF - DRILLING ,---"METAL SCREW EA. SIDE OF TRACK ing recei with semi oss paint 4x8' Lunn' cor PANEL (typ) QPEN(L4) DANT LIGHT NEEZE GUARD 2' -10" 4 4 • 4 4 4 2 6" TYPICAL FULL HEIGHT KITCHEN SCALE 1/2"= 1 '-O" z PARTITION 2'_8" BUFFET SECTION / LATERAL BRACING PER DETAIL HEREON II'K?III ---- 3505125 -43 TRACK 18 GA. "ZEE ", ATTACH TO WALL AND HOOD WITH /#10 SELF TAPPING METAL SCREWS SPACED 16" O.C. I . HOOD SUSPENDED CEILING BRIDGING PER DETAIL HEREON CONCRETE FLOOR __:3505162 -43 STUDS SPACED 16" O.C. �3505125 -43 TRACK 1/2" SLEEVE ANCHORS SPACED 32" O.C., EMBEDDED 2" INTO EXISTING CONCRETE NOTE: WALL SHALL BE SHEATHED BOTH SIDES WITH 5/8" TYPE "X" GWB ATTACHED TO LIGHT GAUGE STEEL FRAMING WITH #6 X 1" WALLBOARD SCREW. SS SPACED 7" O.C. AT ALL PANEL EDGES AND FIELD TYP. LIGHT GAUGE STEEL NEW PARTITION WALL N.T.S. minicor. SNEEZE GUARD 4x8 Lumincor PANEL (typ) z3.y pc. PENDANT LIGHT (L4) Dinning • and Buffet Areas have open ceiling received with semi -gloss paint ABOVE SNEEZE GUARD 3' HIGH BUFFET COUNTER 4 TYPICAL BUFFET COUNTER FRONT VIEW WITH DECOR PANEL /LIGHTINGS SCALE: 1 /2 " =1' -0" SPECIFICATION GUIDE MIGHT:' r AN weights are estimated; actual weights will vary depending on decor. Recycled glass, shells, and sheet metal products will weigh more than indicated in the charts below. Lumklw[ and Lumlguard if in 1/8" 5/32" 3/16" 1/4" 3/8" 1/2" 3/4" 1" Thickness 0.118 0.16 0.196 0.236 0.354 0.472 0.708 0.944 mm 3.0 4.1 5.0 6.0 9.0 12.0 18.0 24.0 Weight per square foot Lbs /ff' 0.73 0.99 1.21 1.46 2.19 2.92 4.38 5.84 p � . • kg /m' 3.57 4.84 5.92 7.13 10.70. 14.27 21.40 28.53 48 "x96" sheet : Lbs 1 t 31.7 38.8 46.8 70.1 93.5 140.3 187.0 = t 1219x2438 mm sheet kg ::4 10.6 14.4 17.6 21.2 31.8 42.4 63.6 84.8 48 "x120" sheet Lbs 29.2 39.6 48.5 58.4 87.7 116.9 175.3 233.8 '1219x3048 mm sheet kg 13.3 18.0 22.0 . 26.5 39.8 53.0 79.5 106.0 59 "x120" sheet Lbs 36.5 49.5 60.7 73.0 109.6 146.1 219.1 292.2 `- 14994048 mm sheet kg 16.3 22.1 27.1 32.6 48.9 65.2 97.8 130.4 Lumincor panel used will be a 1/8" thick panel, the size is 4'x8'. Weight is only 23.4 lbs per piece with cable mounting as specified by manufacturer. Engineer recommends no seismic bracing is required. IN -PLANE WALL BRACING DETAIL N.T.S. 18GA X 3" STRAPS EA. SIDE SEE BOTTOM TRACK DETAIL HEREON BOTTOM TRACK, SEE SEPARATE DETAIL HEREON 3 - #10 SELF TAPPING METAL SCREWS HOLDOWN ANCHOR: 1/2" ALL THREAD ROD RETROFIT 3" INTO EXISTING CONCRETE, SETE WITH SIMPSON SET EPDXY v �xT 0 kT (L1) xT LARGE PENDANT LIGHT (L1) Dinning room lighting T" :J xT DOUBLE STUD EA. END OF BRACED SECTION SIMPSON S /LTT20 HOLDOWN REVIEWED FOR CODE COMPLIANCE APEMAVED SEP 0 2 2010 City of Tukwila BUILDING f iVISION MONARCH TRADING CORPORATION RESTAURANT EQUIPMENT E: DESIGN CONSULTANT 948 SOUTH DORIS St. / SEATTLE / WA 98108 TEL 206. 783 -6161 / FAX 206. 763 --6168 LICENSED * INSURED BONDED CONSTR. CONTRACT NO.: MONARTC08501 THIS DOCUMENT ENCLOSES DESIGN CONCEPT, INFORMATION AND DATA PRIOPRIETARY TO MONARCH TRADING CORPORATION WHICH ARE NOT TO BE DISCLOSED OUTSIDE THE RECEIVING ORGANIZATION NOR REPRODUCED IN WHOLE OR PART, EXCEPT BY PRIOR WRITTEN CONTRACTUAL ARRANGEMENTS WITH MONARCH TRADING CORPORATION. *MIZUKI BUFFET s *17950 SOUTHCENTER PKWY * TUKWILA, WA 98188 * KITCHEN WALL/BUFF *ELEVATION SECTION 1/2 "_l,_0„ RECEIVED CITY OF Mon LA AUG 13 ;2010 PERMIT CENTER (4 :2 13 6 •12 113 INTERIOR CEILING HEIGHT NON LOAD BEARING WALL DETAIL SCALE N.T.S WALL PARALLEL TO JOISTS DETAIL SCALE N.T.S LOW PARTITION SECTION SCALE N.T.S SCALE N.T.S INTERIOR DOOR SILL SCALE N.T.S WALK-INS DETAIL. EX151IIG JOIST 3)jB SEAL SCREW S 3- 5/8'x, -3/8' MEM STUD. BRAp1G ,0320.C.YNL(STAGEIS FROM TOP PLATE 1► � TO CLG MAGI TD RUNNER CHAT EL 032' QC. (IRK RRP3769) UIL EDGE TRIM AS REWIRED COSTING CONC. SLAB RMSHED COUNG NOM WERE OCCURS 250. 3- 5/8'x1 -i /4' METAL STUDS It6`aC.(fP) (al ER 494P) 5/8' 1WE"X' GYP. BOARD ON BOTH SIDE. BOARD WITH 8: SCREWS 010' 0.C. ALONG EACH STUD ON BOTH SIDES (ICCj ESR 1046 ) 'CENCO• LARR /24923 FASTEN BOT OF STUDS TO FRANC. 0.1380 HRI X -Z• (I.CC.IFSR 1663)1M1H 1' EBBED or O.0 • BOTTOM SODA TRACK ANCHORED (DP), TOP OF PARTITION MUST BE SECURED TO ROOF OR FLOOR FRAMING "SIMPSON 3)16 SEAL SCREW 20 GA. EASiING JOIST FINISHED CERING NOISE BARRIER' BAIT INSULATION • 3-5 /8"x1 -3/8" METAL STUD. BRACING 032'0.C.MAX(STAGGERED FROM TOP PLATE TO BOT OF JOIST OR BRIDGEG) 2)18 SHT. 1111. SCREW TO CMG. MAIN RUNNER CHANNEL 032 QOE (iHKR.R.123768) • BASE MERE r; (ICCURS""` - > " EDGE ,RBI AS REQUIRED 25GA. 3- 5/8'x1 -1/4' METAL STUDS 1116.O.C(11P) (MCC/ ER 4943P) LARRj25128 5/8' TYPE'X' GYP. BOARD ON BOTH SEE BOARD 1WTH 8 SREWS 010. O.C. ALONG EACH STUD ON BOTH SIDES ESR A i�)" FASTEN BOT OF STUDS TO FRANG. 0.1380 HXI X -2F (LCC./ESR 1663)1WTH 1' EMBED 016' 0.0 (BOTTOM 20GA TRACK ANCHORED (TYP) EXISTING •XINC. SLAB 0 OCCURS -17-7"-----1X6 WOOD CAP OVER 20 GA TO TRACK 5 /B' MET GYP. BOARD ON BOTH SIDE (TYPICAL) 25GA. 3- 5/8'x1 -1/4• METAL STUDS 016'0.C(1YP) (ICC, ER 4943P) LARR/25I28 3X3 METAL POST 06'-0' O.C. REGULAR METAL STUD FRAMING IS ATTACHED TO POST FOR SUPPORT SEE 'PLAN MEW' - FASTEN BOT OF STUDS TO FRAMG. 0.1380 ELI X -ZF (LCC.jESR - 1663)YNTH 1• EMBED 016' 0.0 12" EXISTING CONC. SLAB 3X3 METAL POST O6' -0 0.C. REGULAR METAL S1UD FRAMING 15 ATTACHED TO POST FOR SUPPORT SEE 'PLAN NEW` L ON BOTH SIDE TYPICAL 5/8' iYPE'X' GYP. BOARD PLAN VIEW SECTION (NOTE: JAMB DETAIL SIMILAR) CMU WALL 3/8" ALL - THREAD ANCHOR BOLTS SPACED 12" O.C. STEEL CHANNEL CMU OPENING HEAD REINFORCEMENT DETAIL N.T.S. • DOOR PANEL PER Sc*OU1.E SEALANT TIED FLOORING SEE FLOOR FINISH SCHEDULE,� ALUM. THRESHOLD SEALANT WOOD FLOORING SEE FLOOR FINISH SCHEDULE ••a 1 II/ MIO L 0 lb II 0 WW1 s1 0 ill ! o o tir I.EGEtID ,I,, O UCH, DOUAES _ (5E E VAPOR BECPROF r. Puw FnR F QUANTIm VAPOR PROOF NIIQgOR / CtiEIIOR LIGHT SWIOt EVAPORATOR CON. FAN MOTORS ® UQUID UNE SOLENONI 0T 1HEAYOSTAT O J-BOX BY EC. VAPOR PRCOF CCC DISCONNECT DS SNITCH BY EC. -FN- OEFROST SYSTEM CONiROL CIRCUIT WRING BY E.O. EM.T. RIGID CONDUIT RUN ON TOP OF COLD STORAGE ROOM CEKNG BY EC. O HEAT l (FREEZER P ONLY) CHOW int HIGH Owl //OF9n) CIRCUITS ( SPECIFIC) Li HEATED . P on. 3, CONDUIT, J- BOXES, EYS RTRNGS, HIPPIES AND WIRING NTERCQINN;C1IONS BY EC. RUN E.M.T. CONDUIT TO RIGID F.M.T. HORIZONTALLY ABM COLD STORAGE ROOM CEILNC. EC TO SEAL EYS RTNiGS AND NPPLES, CAULK ALL W1ERIOR AND EIRERIOR PENETRATIONS MID FIx*NSI AND INSTALL ESCUTCHEON PLATES (u?NESS 0111ERNISE SPEaFID) 4. EC TO FURNISH AND INSTALL INTERCONNECTING DEFROST CONTROL CIRCUIT MOOT AND WRING BETWEOI TIME MOCK 0 REFRIGERATION RACK AND FREEZER EVAPORATOR CON. INSTALL DEFROST CIRCUIT PER REFRIGERATION RACK MANUFACTURER'S SONDE SOLES 1. COD STORAGE ROOM BY KEC. LIGHT RXNRES, SNITCH BOXES, SNIDER SAUCE BAS ETC ARE SUPPED LOOSE FOR NSTAUA1ICN BY ELECTRICAL CONTU TOL EC TO FURNISH AHD INSTALL AU. INiERCONECiIIG CONDUIT AND WRING AS REVD. 2. EVAPORATORS TO BE FURNISHED I TH THETUIOSTAT, SCADNOID AND ON /OFF SNITCH. ELECTRICAL CONTRACTOR TO INTEHCOWiECT ELECTRICAL SRNCE COOLER EVAPORATOR FAN MOTORS RUN CONTINUOUSLY AND DO NOT TM NIUINALLY TO THERMOSTAT. FREEZER EVAPORATOR FAN MOTORS CYCIE W/ DEFROST SYSTEM. NON - RATED TENANT DOOR SCALE: N.T.S RECESSED CEILING CAN LIGHT SCALE N.T.S SWITCHES & RECEPTACLE OUTLETS SCALE N.T.S. PENETRATION FIRE STOP DETAIL SCALE N.T.S SUSPENDED GYP. BD. CLG. SCALE N.T.S CSR SECTION @ COOLER WALL 506 -11 i VARIES. SEE FLOOR - PLANS FOR WALL TYPES DOOR SIZE NOISE BARRIER R -11 BATT INSULAiION WERE OCCURS 2X6 STUD FIMUSH CEILING WHERE OCCURS ONE LAYER 5/8' GYP. BD, EACH SIZE 'IMLY METAL FRAME INSTALLAiION PER MANUFACiURE SPEC. HOLLOW CORE WOOD DOOR COLOR TO BE DUNK EDWARDS HIGH GLOSS NAVAJO WLIiE TENANT PASSAGE DOOR EpsrN SiRUC. 1 -5/r GAGE 25 METAL STUD SUSPEND OI'-0 O.C. SECURE TO SRC. ABOVE AS REQ. I I : ,F FOfR Er•''CATIDN� V,ENT,HOLES HOUSING MOUNTING RING BAFFLE 1 5/8' GAGE 25 METAL STUD DRGP CEILING 1/2 GYP.BD. FINISH FLAIR )MOUNT SWITHCES, CONTROLS OR FIRE ALARMS AS SHOWN, TYPICAL CEPTACLE OUTLETS, TYP. r-RE CP BCI St Ii 1X1 CREEIE FEE RATED FLOOR RIMED METAWC PIPE MILPege INSULATION 311 FIRE BARRIER FS-195 WRAP/S1RIP. PENETRATION FIRESTOP FOR 4' MAX: DIA INSULAiE METAL PIPE THROUGH A WOOD TRUSS FLOOR /CEILING ASSEMBLY UL SYSTEM 1 454 3M FIRE BARRIER' CP 2510 CAIU( Hit x 1 Go. cow . CARRYING AN G . 0 4- 0' o c TIGHT LOOPS 16 rat y SS "p MAX. 1H 311GfIT TUR�� U1F FACE OF STUD b1Y. UUNOIX. PAINTED 5/8' TYPE $' G BOARD 78'X25GAHAT 016'o.c - __ X_ Wkj BOARD 6T an. 08 ac. I 3/4//4" , CONI M. MOLDING WALK -IN COOLER • • ... OGR OM WALL STORAE N.E.C. ®FINISHED QUARRY MILE FLOOR AND BASE - BY G.0 NOME TIE BASE LIUST ADHERE TO METAL RUSH CSR WALL PANELS. O . FLOOR TRACK BY KEC. REFER TO CSR DWG FOR FASTENING DETAILS O SMOOTH & LEVEi. CONCRETE SLAB BY GC CEILING SUSPENSION (BRACING) SCALE 11 N.T.S COMPRESSION STRUT CONNECTION SCALE N.T.S LiGHT FIXTURES SUPPORTS DETAIL SCALE N.T.S BRACING ASSEMBLIES ARE REQUIRED AT SPACING INDICATED IN SECTION L6 ON PAGE 1 OF R 25 -2 COMPRESSION STRUTS: //�� RUN ER SECTION Y 1H 2-/ 21SELF�DRIWNG 200 ADDED TO LEIN AND TO S1RUCS PURE WITH OF CROSS 2 SCREWS AT WOW OR 3 181 DIAMETER ANCHORS AT CONCKIE STEEL. COMPRESSION STRUT SHALL NOT REPLACE HANGER NE. NOTE: FOR CONNECTION OF BRACING AND HANGER MIRE TO 111E STRUCTURE ABOVE COMPRESSION STRUT 12 Ga. BRACING CURE • W_/ MIN. 4 TIGHT TURNS IN 1 1 2 BOTH ENDS OF WIRE ICU) CROSS RUNNER 2 (MAX;) FROM BRACING WEALS TO COMPRESSION STRUT AND CROSS RUNNER. 12 Ga. BRACING WIRE W/ MIN. 4 TIGHT TURNS - , IN 1 1 2 BOTH ENDS OF • \, MARE (IIYPICAL) .4t ill fb r12 Co. VERTICAL HANGER \ CURE AT 4"-0' EACH WAY �..... (4' O.C. AT MAIN RUNNER) /\ MRUl"NER I N1 I/ _3 TIGHT TURNS IN /CALL)" BOTH ENDS BEND KB MD FLANGES TO ATTACH TO STRUCT. 4'X18 Ga. MIN. METAL STUD STRUT AT 1r -0 O.C. EA. WAY AT CONVERGENCE OF 'SPLAY WREN SECTION SHALL HAVE A L RA110OF200MA_ S T SHALL NOT REPLACE SPLAYED WARES ATTACH TO ROOF FRAMING AND OR BLOCKING W 11(1 IND MAIN RUNNER AACCEOUSTICAL CMG. IL IIIIIIIIIIIIIII111111IIIIIIIIIIIIIIIIIIIIIIII111111i0TRAITIIIIIIIIIIIIIIIIIIilllllllllllllllll ijn4T DIA. MACHINE 12 SAFETY PARE TIED TO SEISMIC CUPS OR SUPPORT HOLES FASTEN BURG STRUCTURE WITH 1/4 X21 /2' SCREW -EYE OR EQUAL USE 4 PER LIGHT FT RE MIN FT MI LIGHT FIXTUR SEE PLAN sHIC RESTRAINT CUP, MINIMUM (4) PER LIGHT FIXTURE ,TYPICAL U TYPICAL 1 F I•I: OPIONALIF FIXTURE DOES NOT HAVE IWRE SUPPORT HOLES FASTEN SEISMIC ESTRAINT CLIP TO UGHT XTURE WITH HEX WASHER HEAD SHEET METAL SCREW USE (2) CUPS PER FIXTURE MIN (3) 18 SEAL SCREW /EACH 25GA. MiL STUD 3- 5/8"x1 -1 /a K80. 3403 P 048 0.0 OD4 CEILING SECTION OVER BUFFET AREA OJ TYP SECTION 0 O (3) PS SEAL SCREW /EACH 25GA. 1111. STUD 3- 5/8"x1 -1/4': ICBO # 3403 P 024' ac IN TRAM 20 GUI WTI TRACK 3- 5/8'x1 -T /4" 1 1/2' SCREW 024' O.0 DISAIC R70 JdsT • COSiNG ROOF AST Mid :MM. M 5/6' DRY WALL Fill nit ir GT► M. -25GA. M1L 51U0 3- 5/8'4-1/4' K80#3403P 024 0.0 5/E' TAY WWL FN. TINE 'X' GiP. ] 25GA. Mi. STUD 3- 5/8'x1 -1/4' 1120 # 3403 P 024' 0.0 CEILING SECTION DETAIL 0 SCALE N.T.S AiR CURTAIN MOUNTING DETAIL 11Q ---1.'°‘\ 0 AIR CURTAIN - BY K.E.C. O DOOR ACTIVATED MICRO SWATCH - FURNISHED BY K.E.C. INSTALLED BY E.C. MOUNT MICROSVATCH SO THAT ONLY UGHT PRESSURE IS EXERTED ON SNATCH PLUNGER WHEN DOOR. IS CLOSED 0 BUILDING WALL, DOOR & DOOR JAMB BY G.C. ® J -BOX, SEAL TIGHT CONDUIT AND WIRING BY E.C. O INTERCONNECTING CONDUIT & WIRING FROM AIR CURTAIN TO MICRO SWITCH BY E.C. S/S TRENCH DRAIN ABOVE GRADE WALL BACKING HAND SINK MOUNTING DETAIL ICE MACHINE/ WATER FILTER DETAIL COVED BASE DETAIL QUICK DISCONNECT SLAB BLOCK OUT FOR FLOOR TROUGH PER PLAN PER SPECIFICATIONS 3" • ._# • 0 0 rifoltisDUL KERN LLTI.L LliLLEILll. 0 00 OS 9' SQUARE HOLE ON CENTER DRAIN UNE 0 QUARRY TILE BY GC O CONCRETE SLAB AND BACKFILL BY GC O WATER PROOF MEMBRANE BY GC 0 ST.S1L FLOOR TROUGH W/ ST. STL. SUMP, 3` DEEP RETAOVABLE SLSTL STRAINER BASKET, & ST. S1L PIPE SLEEVE. FLOOR TROUGH' SUPPUED BY KEC AND INSTALLED BY P.C. TOP OF PAN TO BE FLUSH & LEVEL W/ FINISH FLOOR.. GRATE (PER SPECIFICATIONS)_ PROVIDED AND INSTALLED BY K.E.C. TOP OF GRATE TO BE FLUSH AND LEVEL WWI TOP OF FLOOR TROUGH. O 14 GA. STN/S11. SEEPAGE FLANGE TACK WELDED TO PAN AND SEALED WATERTIGHT BY K.E.C. 0 DRAIN UNE CONNECTION MD COUPUNG PROVIDED & INSTALLED BY P.C. i CONSULTON: OOVERSHELVES POT RACK & CHEESEMELTFR, O.OVERSHELVES PRERINSi, LOCKERS H OFIRE PROTECTION AIR CURTAIN HANDSNK EE gUICH DISCONNECT RESTRAINING CABLE OICE MACHINE WATER FILTER G STEAMER /..WATER FILTER OTRAY LOCK INNIs 0 ALL WALLQACKING TO BE 16 GAUGE GALVANIZED, SECURELY ATTACHED TO STUD /WALL FRAMING. 0 WALL BACKING. LENGTHS SHOWN ON BUILDING WORK REQUIREMENTS ARE MINIMUM, ALWAYS EXTEND WALL- BACKING TO NEXT STUD OVER IN 0 ALL WORK SHOWN TO BE BY GENERAL CONTRACTOR UNLESS OTHERWISE NOTED. 115 Sheet Title: EACH DIRECTION. READ O OYER STUD G HANOSINK II i� 1 LLr. O O 0 �„ O ST /SA CUSTOM HAND SINK BY K.E.C. O H. & C WATER CONNECT TO FAUCET BY PC O SOAP DISPENSER (WHEN SPECIFIED) O PP -TRAP /STRAINER MOUNTING BRACKET NOEL ALL WORK SHOWN TO BE INSTALLED BY GC (UNLESS NOTED OTHERWISE) ARCH! DETAIL 0 SETIQN 1 421 1 - -- - -1} - - -i• WALL BACKING FURNISHED AND INSTALLED BY GC CAULK &TRIM RING AT WALL PENETRATION BY GC (2) -S/S SUPPORT BRKTS AS REQ'D 0 EACH SINK BY KEC 120/1 D.C.O. BY ELECTRICAL CONTRACTOR (FOR LASER EYE FAUCET, WHEN SPECIFIED.) • A Project tor: WALL UNE 0 SUPPLY WATER BY P.C. 0 g 81131114.1E-21.41131184 FILTERS WATER UNE TO ICE MAMOE BY P.C. RUERD WATER UNE TO ICE MAOWE BY P.C. WATER FLIER BRIT -OFF VALVE PRESSURE GA W/ ACTIVATION VALVE CARTRIDGE FLiER TENANT IMPROVEMENT,, MIZUKI JAPANESE BUFFET 17950 SOUTHCENTER PARKWAY. TUKWIILA, WA 98188 FIlNiS4D B1 k WSTABY PC Client -IYP. CERAMIC "SUM -FOOT" ON CONCRETE 11101 WOOD SUPPORT TYP. CERAMIC OR QUARRY TILE DETAIL GYP. BOARD SM FOOT TIE QUARRY TAE GiP. BOARD ARRY 1 E OR CERAMIC 1RE ODYED INTO FLOOR WOOD SUPPORT QUARRY TIE OR CERAUC THE ... w Revisions: • e•WA11 • UNITY INNET -.. ...MITT OUT _ OF WALL FOODSERNCE EQUPLWNT UTILITY INLET FOODSERMCE -.. EQMPMENT' FLOOR \--REVIEWEL)F0F1- sum CODE COMPLIANCE APPROVED SEP022010 City di Tukwila i BUILDING DIVISION BUILDING DL :PART ^REFIT SUBMITTAL eh 1. • • MAXDIUID •• FACE OF BUILDING • - QUICK DISCONNECT HOSE ASSEMBLY ICH ELBOWS AiD SHUT -OFF VALVES PROVIDED BY NEC. SISTAUEO BY PC . SEE WALL BACKING PLAN FOR BACKING LOCATION. REMAINING CABLE 't• BY KEC RECEIVED CITY CIF TUIKWILA AUG 13 2010 PERMIT CENTER IIIIIIIMAIMITERISMIXIMITHINTRWARSTORMIF Sheet #: AD -1 • Not IM construction n 1111 ,.Wnwnd. fliM.l1 .nA ruled MONARCH TRADING . CORPORATION RESTAURANT EQUIPMENT k DESIGN CONSULTANT 948 SOUTH DORMS St. / SBATTIB / WA 98108 TEL 206. 769 -6181 / FAX 206. 763 -6168 LICENSED * INSURED IN BONDED CONSTR. CONTRACT NO.: MONAR'1'C06601 THIS DOCUMENT ENCLOSES DESIGN CONCEPT, INFORMATION AND DATA PRIOPRIETARY TO MONARCH TRADING CORPORATION WHICH ARE NOT TO BE DISCLOSED OUTSIDE THE RECEIVING ORGANIZATION NOR REPRODUCED IN WHOLE OR PART, EXCEPT BY PRIOR WRITTEN CONTRACTUAL ARRANGEMENTS WITH MONARCH TRADING CORPORATION. PROJECT MIZUKI JAPANESE BUFFET 17950 SOUTHCENTER PKWY TUKWILA, WA 98188 DRAWING TITLE PROJECT DATA NOTES SITE MAP REVISIONS No. Dote Description %I O Pict d 1' 11.E • I k PROJECT DIRECTOR KTL PROJECT •ARCHITECT PROJECT CAPTAIN PROJECT NUMBER • APPROVED BY CHECKED BY DRAWN BY • KTL DATE • JUNE 10, 2010 SCALE NA DRAWING NUMBER J AttOf 6 GENERAL STRUCTURAL NOTES (The following apply unless shown otherwise on the plans) CRITERIA Engineer shall delete DPD notes If notapplkable 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, THE 2006 EDITION OF THE international BUILDING CODE (ibc), AND THE CITY OF TUKWILA BUILDING CODE MODIFICATIONS TO THE IBC. Engineer shall delete DPD notes if not applicable 2. DESIGN LOADING CRITERIA ROOF LIVE LOAD 20 PSF FLOOR LIVE LOAD 50 PSF OR 2,000 LBS CONCRETE Engineer shall choose one of the two paragraphs anti delete DPD notes if not applicable 13. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH IBC SECTION 1905 AND ACI 301. CONCRETE SHALL ATTAIN A 28_DAY STRENGTH OF fc'= 2,500 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5.112 SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LESS (BEFORE THE ADDITION OF ADMIXTURES). THE WATER/CEMENT RATIO SHALL NOT EXCEED 0.55 FOR FOOTINGS AND 0.45 FOR ALL SLABS AND EXPOSED CONCRETE UNLESS OTHERWISE NOTED. EXCEPT FOR FOOTINGS AND SLAB ON GRADE, AGGREGATE SIZE SHALL NOT EXCEED 3/4'. SNOW ROOF SNOW LOAD = 25 PSF Engineer shall choose the following only if snow drift is considered WIND ANALYSIS PROCEDURE: IBC "METHOD 1 SIMPLIFIED PROCEDURE' BUILDING CATEGORY III 85 MPH EXPOSURE'S" TOPOGRAPHIC FACTOR KZT =1.0 IMPORTANCE FACTOR Iw =1.0 UNFACTORED WIND BASE SHEAR, TRANSVERSE Vw = 29.5 K UNFACTORED WIND BASE SHEAR, LONGITUDINAL Vw = 20.5 K THE MINIMUM AMOUNT. OF CEMENT AND THE MAXIMUM SLUMP MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX IS SUBMITTED TO THE STRUCTURAL ENGINEER AND THE BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE CONCRETE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, CEMENTITIOUS MATERIAL, FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES AS WELL AS THE WATER CEMENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH IBC SECTION 1905.3. CHEMICAL ADMIXTURES AND FLYASH .SHALL CONFORM TO ASTM C494 AND C618 RESPECTIVELY. FLYASH PERCENTAGE OF TOTAL CEMENTITIOUS MATERIAL SHALL NOT EXCEED 20%. THE USE OF A PERFORMANCE MIX REQUIRES BATCH PLANT INSPECTION, THE COST OF WHICH SHALL BE PAID BY THE GENERAL CONTRACTOR. REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF RECORD INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS GENERALLY WITH CONTRACT DOCUMENTS. CONTRACTOR OR SUPPLIER MAINTAINS FULL RESPONSIBILITY FOR SPECIFIED PERFORMANCE. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR ENTRAINED WITH AN AIR ENTRAINING AGENT CONFORMING TO ASTM C260. TOTAL AIR CONTENT FOR FROST - RESISTANT CONCRETE SHALL BE IN ACCORDANCE WITH ACI 318 SECTION 4.2.1 ALL CONCRETE EXPOSED TO THE WEATHER SHALL OBTAIN A 28-DAY STRENGTH fc OF 3,000 PSI IN ACCORDANCE WITH IBC TABLE 1904.22 14. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1), GRADE 60, fy = 60,000 PSI. GRADE 60 REINFORCING STEEL INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM TO ASTM A706. REINFORCING STEEL COMPLYING WITH ASTM A615 (S1) MAY BE WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN AWS D1.4 ARE SUBMITTED. EARTHQUAKE ANALYSIS PROCEDURE: IBC 'EQUIVALENT LATERAL FORCE PROCEDURE' SEISMIC DESIGN CATEGORY (SDC) = D OCCUPANCY CATEGORY = III SEISMIC SITE CLASS = D IMPORTANCE FACTOR le =1.0 MAPPED MCE SS = 1.028; S1= 0.341 DESIGN ACCELERATION Sds = 0.746; Sd1= 0.391 15. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH ACI 315 AND 318. LAP ALL CONTINUOUS REINFORCEMENT #5 AND SMALLER 60 BAR DIAMETERS, 2' 0" MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS #5 AND SMALLER 60 BAR DIAMETERS OR 2' 0" MINIMUM. LAPS OF LARGER BARS SHALL BE MADE IN ACCORDANCE WITH ACI 318, CLASS B. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. SEISMIC RESISTING SYSTEM: WOOD PANEL BEARING SHEAR WALL, R = 6.5 Engineer shall choose one oldie two following paragraphs. Engineer shall also modify the statement to show the actual design the structure, ductile moment frame, shearwall, at . 3. LATERAL LOADS ARE TRANSFERRED BY THE ROOF AND FLOOR DIAPHRAGMS TO THE SHEAR WALLS. FORCES ARE BASED ON THE TRIBUTARY AREA FOR EACH SHEAR WALL AND ARE CARRIED BY THE SHEAR WALLS TO THE FOUNDATION. 4. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 5. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK.. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. 16. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3' FORMED SURFACES EXPOSED TO EARTH (I.e. WALLS BELOW GROUND) OR WEATHER (#6 BARS OR LARGER) (#5 BARS OR SMALLER) 1 -112" COLUMN TIES OR SPIRALS AND BEAM STIRRUPS 1 -112" SLABS AND WALLS (INTERIOR FACE) GREATER OF (BAR DIAMETER PLUS 1/8") OR 314" 17. NON SHRINK GROUT SHALL BE NON- METALLIC CONFORMING TO ASTM C -1107 AND BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED (5000 PSI MINIMUM). 6. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM HIS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL ANDIOR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND /OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT , SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY OWNER, DEFICIENCIES OF THE OWNE CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 8. CONTRACTOR_INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 9. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. WHERE INFORMATION ON THE DRAWINGS IS IN CONFLICT WITH THE SPECIFICATIONS, THE MORE STRINGENT SHALL APPLY. DO NOT SCALE THE DRAWINGS. Engineer shall delete DPD notes if not applicable 10. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF ITEMS. 11. SHOP DRAWING REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD, AND THEREFORE MUST BE VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF RECORD. CONTRACTOR SHALL REVIEW DRAWINGS FOR CONFORMANCE WITH THE MEANS, METHODS, TECHNIQUES, SEQUENCES AND OPERATIONS OF CONSTRUCTION, AND ALL SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO. SUBMITTALS SHALL INCLUDE A REPRODUCIBLE AND ONE COPY; REPRODUCIBLE WILL BE MARKED AND RETURNED. 12. SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT, BY INDICATING WHICH MATERIAL IS INTENDED TO BE FURNISHED AND INSTALLED AND BY DETAILING THE INTENDED FABRICATION AND INSTALLATION METHODS. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED. ANCHORAGE Engineer shall choose one of the two following paragraphs 18. EXPANSION BOLTS INTO CONCRETE SHALL BE "KWIK BOLT TZ" EXPANSION ANCHORS AS MANUFACTURED BY HILT/ CORP. INSTALLED IN STRICT ACCORDANCE WITH I CC REPORT NO. E S R 1917 INCLUDING standard EMBEDMENT REQUIREMENTS UO N. SUBSTITUTions PROPOSED BY CONTRACTOR SHALL BE SUBMITTED FOR REVIEW WITH ICC REPORTS INDICATING EQUWALENT OR GREATER LOAD CAPACITIES. SPECIAL INSPECTION IS REQUIRED FOR ALL EXPANSION BOLT INSTALLATION. 19. THREADED EXPANSION INSERTS INTO CONCRETE SHALL BE 'HDI DROP -IN ANCHORS" AS MANUFACTURED BY HILTI, INC. INSTALLED IN STRICT ACCORDANCE WITH ICC LEGACY REPORT ER-2895, INCLUDING standard EMBEDMENT REQUIREMENTS UON. SUBSTITUTIONS PROPOSED BY CONTRACTOR SHALL BE SUBMITTED FOR REVIEW WITH ICC REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. THIS PRODUCT IS NOT RATED FOR USE IN MASONRY UNITS. SPECIAL INSPECTION IS REQUIRED FOR ALL THREADED EXPANSION INSERTS: 20. SCREW ANCHORS INTO CONCRETE SHALL BE'TITEN HD ", AS MANUFACTURED BY SIMPSON STRONG -TIE ANCHOR' SYSTEMS. INSTALL IN STRICT ACCORDANCE WITH ICC REPORT NO ESR 2713 INCLUDING standard' EMBEDMENT REQUIREMENTS UON. SUBSTITUTIONS PROPOSED BY CONTRACTOR SHALL BE SUBMITTED FOR REVIEW WITH ICC REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. SPECIAL INSPECTION IS REQUIRED FOR ALL SCREW ANCHOR INSTALLATION. NOTES TO ENGINEERS this table needs to be u the lllUtl!!ll lltll!! tlllittllltlllllIIIII Itlltllti!l1111 updated per repot! 1. VALUES SHOWN ABOVE ARE ALLOWABLE VALUES AND MAYBE INCREASED BY 1/3 FOR SHORT TERM LOADING 2. WOOD VALUESAREBASED ON THE 2003 IBC 3. LT. GAUGE STEEL VALUES ARE BASED ON THE AISI CALCULATED ALLOWABLE LOADS FOR .164" DIA, SCREW& VALUES FOR .111" DIA. EDS PIN ARE SUGHTLY CONSERVATIVE. 4. FOR THE LT. GAUGE STEEL TO MASONRY CONNECTION, THE ALLOWABLE LOAD IS GOVERNED BY THE FASTENER TO MASONRY CONNECTION AND NOT THE LT. GAUGE CAPACITY FOR THE LT GAUGE STEEL TO MASONRY CONNECTION, THE ALLOWABLE LOAD IS GOVERNED BY THE FASTENER TO MASONRY CONNECTION AND NOT THE LT. GAUGE CAPACITY 5. 5.. X. DNI" INDICATES FASTENER TYPE; "19, 22, 21, ETC" INDICATES PIN LENGTH (MM), "P10" OR 18" INDICATES PLASTIC OR STEEL WASHER AND DIAMETER (MM). Engineer shall choose one of the following paragraphs 21. EPDXY GROUTED ITEMS (THREADED RODS OR REINFORCING BAR) SPECIFIED into CONCRETE SHALL BE INSTALLED USING "HIT-RE-500-SD' AS MANUFACTURED BY HILT! CORP OR APPROVED EQUAL. INSTALL IN STRICT ACCORDANCE WITH ICC REPORT Na ESR-2322, INCLUDING standard EMBEDMENT REQUIREMENTS, UON. SUBSTITUTions PROPOSED BY CONTRACTOR SHALL BE SUBMITTED FOR REVIEW WITH ICC REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. SPECIAL INSPECTION OF INSTALLATION IS REQUIRED. RODS SHALL BE ASTM A36 UNLESS OTHERWISE NOTED. WOOD 22. FRAMING LUMBER: SHALL BE KILN DRIED OR MC-19, AND GRADED AND MARKED IN CONFORMANCE WITH WCLIB STANDARD GRADING RULES FOR WEST COAST LUMBER N0.17. FURNISH TO THE FOLLOWING MINIMUM STANDARDS:` ineershould all the woods es noted below �g �Y 1>� STUDS, PLATES & MISCELLANEOUS LIGHT FRAMING: DOUGLAS FIR OR HEM_FIR NO.2 Engineer shall delete DPD notes if not applicable 23: WOOD SHEATHING SHALL BE APA RATED, EXTERIOR GLUE; EXPOSURE 1, IN CONFORMANCE WITH THE REQUIREMENTS FOR THEIR TYPE IN DOC PS-1 OR PS-2. SEE PLANS FOR THICKNESS, PANEL IDENTIFICATION INDEX AND NAILING REQUIREMENTS. Note: put sheathing and nailing on plans WALL SHEATHING SHALL BE LAID UP WITH FACE GRAIN PERPENDICULAR TO SUPPORTS. engineers note: use the following to call out for edge support when required by IBC table 230611 or 2306 3.2 [HIGH LOAD DIAPHRAGMS, DOUBLE LINE NAILS] PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS/TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL SHEATHING EDGES SHALL BE SUPPORTED WITH SOLID BLOCKING: NAIL PANEL EDGES WITH 8d NAILS AND NAIL SPACING PER PLAN, BUT SPACING SHALL NOT EXCEED 6" OC EDGES, 12' OC IN THE FIELD. 24. ALL WOOD IN DIRECT CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED WITH AN APPROVED PRESERVATIVE AND BRANDED WITH A QUALITY CONTROL AGENCY MARK BY THE AMERICAN WOOD PRESERVERS BUREAU OR EQUAL. ALL METAL HARDWARE IN CONTACT WITH TREATED WOOD SHALL BE PROTECTED WITH A G185 GALVANIZED COATING (ZMAX) OR BETTER. ALL NAILS IN TREATED WOOD SHALL BE HOT -DIP GALVANIZED OR BETTER. PROVIDE 2 LAYERS OF 30# ASPHALT IMPREGNATED BUILDING PAPER BETWEEN UNTREATED LEDGERS, BLOCKING, ETC, AND CONCRETE: 25. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE 'STRONG-TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG Na C -2009. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICC APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. CONNECTORS SHALL BE SIZED TO MATCH THE SIZE OF THE FRAMING MEMBERS BEING CONNECTED. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE -HALF OF THE NAILS OR BOLTS IN EACH MEMBER. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. UNLESS NOTED OTHERWISE, ALL NAILS SHALL BE COMMON. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. ALL BOLTS TIGHTENED TO SNUG TIGHT. WOOD FASTENERS: NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: Drawing ID Nail Name Nail Diameter Nail Length '6d' 6d Common 0.113 2-318 "8d Box" 8d Box 0.113' 2-1/2' "8d" 8d Common 0.131 2.112" "10d -F" 10d Framer 0.131': 3' '10d' 10d Shear 0.148' 2-1/4' `16d' 16d Sinker 0.148" 3-1/4' IF CONTRACTOR. PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT NAIL SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION) FOR REVIEW AND APPROVAL. Notes to the Engineer 1) Use BdNails at floor and roof diaphragms to small joist top chords where splitting could result with larger nails. 2) Use 10d Nails at other floor and roof diaphragms :where joist top chord splitting is not a concern and where higher diaphragm shear values are desired 3) Use 10d Nails at shear walls. 4) Use 106F Nails aitypical framing connections where engineered load transfer is not calculated. This nail; type may also be used for engineered connections if desires!. 5) Use 16dNails for engineered framing connections, like top plate splices and floorto400rshear hnsibrat shear walls, where highs rload capacities are desired. B. NAILS-SHEATHING FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. C. HOT DIPPED GALVANIZED NAILS, BOLTS AND METAL PLATES -ALL NAILS, BOLTS AND METAL PLATES IN CONTACT WITH PRESSURE TREATED (INCLUDING FIRE - RETARDANT TREATED) LUMBER SHALL BE HOT DIPPED GALVANIZED: 27. WOOD FRAMING NOTES: THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: a ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE IBC. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO IBC TABLE 2304.9.1. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG BOLTS BEARING ON WOOD. TIGHTEN BOLTS AND LAG SCREWS SNUGLY AGAINST WOOD FRAMING AFTER WOOD HAS REACHED SPECIFIED MOISTURE CONTENT. b. WALL FRAMING: THE CONTRACTOR SHALL VERIFY THAT ALL STUD WALLS SHALL BE FRAMED WITH 2x STUDS C� 16" OC AT THE WOOD SHEAR WALLS NOTED ON PLAN. THE CONTRACTOR SHALL ADD SUPPLEMENTAL 2x STUDS WHERE THE SPACIING IS EXCEEDED. THE CONTRACOR SHALL VERIFY THAT TWO STUDS MINIMUM ARE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS. THE CONTRACTOR SHALL ADD SUPPLEMENTAL 2x STUDS WHERE NEEDED. THE Contractor SHALL VERIFY THAT ALL NOTED WOOD SHEAR WALLS SHALL HAVE THEIR LOWER WOOD PLATES BOLTED TO CONCRETE WITH 5i8 DIAMETER ANCHOR BOLTS WITH 3' x 3' x 1/4' PLATE WASHERS @ 4'-0" OC UNLESS INDICATED OTHERWISE, THE CONTRACTOR SHALL ADD SUPPLEMENTAL SCREW ANCHORS WHERE THE SPACIING IS EXCEEDED. REVIEWED iEtlp CODE COMPLIANCE APPROVED SEP 0 2 2010 CCityyofTUkwila BuLU1Nt n1ViS10N RECEIVED CITY OF T.JKWILA AUG 13 ;2010 PERMIT CENTER N CJR Engineering Civil Structural Engineering 3814 231st Avenue SE Sammamish WA 98075 -9212 Phone: (425) 269 -5204 Fax: (425) 671 -0003 Email: clemens @cjreng.com, DATE: DRAWN BY: CHECKED BY SCALE AS SHOWN JOB NO: SHEET S 1 or SHEETS I. 4" WHITE PAINT STRIPE. 2. PRECAST CONCRETE GAR BUMPER. 3. HANDICAP SYMBOL PAINTED ON PAVING. 4. HANDICAP PARKING 5I6N POST. 5. CONCRETE CURB. 6. 4" WHITE PAINT STRIPES it 45 DE6. ANGLE ® 24" O.G. 5=0' 4' -0' L 4' -0' 3'-o• 8' -0• NOTE: EXISTINS AYMIIN& TO HE REMOV EXISTING CIRCULAR raxui, rr..z.r. • a2' terwrOUT FOR HORN= A STALL 1/4" = l'-0" ADDITIONAL SIGN ONLY REQUIRED AT VAN ACCESSIBLE SPACES. VERIFY WITH LOCAL CONDITIONS. VERIFY SIZE, DOLOR, WORDING, ETC. WITH TRAFFIC ENGINEERING DEPARTMENT �a^ 0 MUM VN, 0 IM NM III ... ■•s ■•a \\� /\\ /j\\ /\" %��� e. O P -0• • r ASSIIiITY SIGN 1/2" = I' —O" 11111111111111111 BUILDING G 2006 INTERNATIONAL BUILDING GORE CONSTRUCTION TYPE: V -A 15 SPRINKLED WITH FIRE ALARM SYSTEM NOTE: ALL WORK TO CONFORM WITH THE ABOVE CODES OCCUPANCY 15 RESTAURANT, GROUP A -2 5151 SQUARE FEET OCCUPANCY 15 RESTAURANT, GROUP B 2580 SQUARE FEET NO RATED SEPARATION REQUIRED FOR GROUP B AND GROUP A =2 OCCUPANCY EXISTING BUILDING 15 ONE STORY WITH PROPOSED ALTERATIONS TO EXISTING STRUCTURE AREA CALCULATIONS DINING ROOM KITCHEN WAITING AREA OFFICE AREA SUSHI BAR BATH HALLWAY WOMEN'S BATH MEN'S BATH UNISEX BATH SPRINKLER ROOM MECH ROOM TOTAL 3516 2x66 247 71 315 232 256 215 95 Si 102 8102 50. FT. Ii' -2" 2006 INTERNATIONAL BUILDING CODE OCCUPANCY AREA DINING ROOM A -2 (5516 so OCCUPANT LOAD FACTOR: 15 OCCUPANT LOAD: 2S4. OCCUPANCY AREA (KITCHEN) B (2966 sf) OCCUPANT LOAD FACTOR: 200 OCCUPANT LOAD: 14.8 CONSTRUCTION TYPE: V -A OCCUPANT LOAD: TOTAL 24q NUMBER EGREES: 241/4q = 5 EXITS SCALE: 1/8"=I 0 EXISTING FLOOR PLAN MIZUKI JAPANESE BUE F FT A -2 FIXTURE CALCULATIONS OCCUPANT LOAD A (DINING ROOM): WATER CLOSETS PER WASHINGTON STATE AMENDMENT TABLE 2102.I 201-500 4 FIXTURES / MALE 4 FEMALE I LAVATORY PER 2 WATER CLOSETS OCCUPANT LOAD B (KITCHEN): WATER CLOSETS PER WASHINGTON STATE AMENDMENT TABLE 2102.1115 FIXTURE (UNISEX) LAVATORY (UNISEX) 8551 SQUARE FEET STORAGE AREA DOOR SGHE Ui! DOOR SILL FIRE RATIN LABEL STYLE MARK SIZE GLAZING WD H6T THK 2 3'-0' 6'-8' 13/4' BRONZE — HINGED — SINGLE — EXTERIOR NOTE: ALL EXTERIOR DOORS SHALL BE WEATHER STRIPED REVIEWED FOR CODE COMPLIANCE APPPAV O SEP 0 2 MU City of Tukwila BUILDING nivisif N RECEIVED CITY OF TUKWILA AUG 1 a 2010. PERMIT CENTER H rz4 rT rTi pc) 4.4 vD 4 O DATE: AUG 8, 2010 DRAWN BY: GD CHECKED BY: SCALE: AS SHOWN JOB NO: SHEET fAiz,. OF S2 SHEETS CJR Engineering Civil - Structural Engineering 3814 231st Avenue SE Sammamish WA 98075 -9212 Phone: (425) 269 -5204 Fax: (425) 671-0003 Email: clemens @cjreng.com H rz4 rT rTi pc) 4.4 vD 4 O DATE: AUG 8, 2010 DRAWN BY: GD CHECKED BY: SCALE: AS SHOWN JOB NO: SHEET fAiz,. OF S2 SHEETS SCALE: 1/8 "= I' —O" 5 -5 EXISTING SITE MIZUKI BUFFET PLAN 174150 SOUTHGENTER PARKWAY TULWILA, WA. '18185 Gieac Access Opening Grout Both Wee Precast Divider v- Vent Pipes Optional r-1 INLET r� PLAN VIEW slot Both Sides Myst To Grade tea,. Locking Frame 4 Cover • Air s bas (2 Tight 3 Places Places On 511 -6A) r 'l r -I •I I I I r I 1/ I \�j \�j\\ A /A/ a Inspe%T:1 9 L Tee or Elbow - -_J 3 3;• DETAIL 1 OUTLET trout All Around La* Hogs Sides SIot SECTION VIEW AA Gallon Capacity 1000 1250 1500 1150 2000. 2500 2750 3000. 4000 6000 UV Co. Model No 4 4-6A M84.6A 5106-GA 5106.6A 6I2-6A 612-6A 612-6A 712-6A 712-6A 8I8-6A 816-6A Dim 'A' 4'-0' 4'-O" II' 2" II' -2' I21-8' 121-8' 12i-8" 13 -1' 131-1" iq' -II' Iq' -II" Dim "9' 51-0' 5'-O' 5'-8' 51-8' 61-8° 6'-8" 6'-b" 80-0" 8' -0' q -II" q' -II' Dim 'G' 1 -2' 1' -2" 1.-r 1' -2' 8' -0' 6' -0' 8' -0' 8 -1'. 8 -1" 8 -I1' 101-8' Dirn 'D" 4 -2" 5 -2" 41-4" 4'-11" 4' -1" 5`-6' 6' -0' 5' -0' 61-6 ". 6' -2" 11-2' Water Depth Dim "E' 31-10` 4 -10' 4' -0' 4 -7' 3' -I0' 4'-4 ". 5'-5" 41-1' 6' -I" 4'.1" 51.4 Design Criteria: Uniform Plumbing Code - Appendix H Number Of Meals Waste Flow Retention Per Peak Hours x Rate x Time GREASE SCALE: 3/4" = I' -0 x Factor - In Gaallms Notes: I. Concretes 28 Pay. Compress ve. Strength f'c • 4500 psi 2. Rebars ASTM A-615 6rade 60 3. Mesh: ASTM A-I85 trade 65 4. Design: AGI818 -02 Building Gods AS TM 6-857 'Minimum Structural Design Loading For Monolithic or Sectional Precast Concrete Water and Wastewater structures' 5. Loads: H-20 Truck Wheel w/ 30% Impact Per AASHTO b. Fill w/ Glean.Water Prior To Stort-1.0 Of System 1. Contractor To Supply I Install All Piping I Sampling Tees 8. tray Water Only, Black Water Shall Bo Carried By Separate Side Sewer q. Refer To Ghcpter 6 of these Standards. INTESETO: ETAIL REVIEWED FOR CODE COMPLIANCE APPD IVED SEP 0 2 2010 G'13) I. PLACE MP EXPANSION JOINT BETWEEN S,DEWAI G AND DRIVE APRON. 2. 2' 5/5' MEND ROCK P. 516' SIDO%I K. 4. EXPANSION JOIST (ET.IMNAIE r MONOLITHIC P1GUR) 5. ELOPE 12,1 MAX. 6. 25' MEN. -5S' 14441C 'f. 301 MN. PAVED SURFACE b. TOP OP GIRD AT DRNI MAY 9. 5/8' EXPANSION JOINT I. us MENK E soma muse, OILY /elm STMMS CLONING OF DRIVEWAYS, DRAiweek TOP06RANY, DRIVEWAY SRAM, RIGHT OP WAY, ETC. 2. DRIVEWAYS WITH } ON VOLUME (P6 NOTID BK CITY MOM) MAYBE APFRO1W FOR INTERSECTION TYPE ACCESS. S. UNIDO RE5IRIGTIONS MAY BE •PPLIED DY 71E CITY EII61NOt 4. GONGRC'16 SHALL BE CLAN .40. 5. I19PEGTION PEO N ED BEFORE FLAGIN6 COMMIE. AT LEAST 24 NOM Noma MAST EE GIVEN TO 1UGI1-A FIeUG WORKS DEPARfle T FOR INSFBGTION. 6. WIC O RIVD'AY WIDTHS maw IS', A W X 5 I/2' WATSON JOINT 5NN1 BE PLACED 1.0148 ID MJx MANS DC CANER 7. ALE WOW NALL BE PREFORMED IN AGGORDANGE MTN AFWNWBOOT PLANS AND SPBGIRIGATIONS OR AS PING= wile CITY OF 15101111.A. 8. ALL DRIVEWAY APRONS SHAM. BE A 149046 OP 6" THICK 9 AN A5FMW.T MAYBE USED IN AREAS mom No cue EXISTS. . 10. REMIOVN. OF EOM GONGRL'IE MD, GUTTER OR 51P ALK SHALL BE TO DB NEXT E,Q'Me ON JONI EOM JOINT MOST BE SAW. cur ATV REAMED WITH AN EXPANSION JOINT. SECTION GOMMERIGAL DRIVEWAY aETAIL RECEIVED CITY OF TUKWILA AUG 1 3'2010 PERMIT CENTER 0 DATE: JUNE 8, 2010 ; DRAWN BY: GP CHECKED. BY: SCALE: AS SHOWN JOB NO: SHEET S3 OF (9 SHEETS CJR Engineering Civil - Structural Engineering 3814 231st Avenue SE Sammamish WA 98075 -9212 Phone: (425) 269 -5204 Fax: (425) 671-0003 Email: clemens ©cjreng.com DATE: JUNE 8, 2010 ; DRAWN BY: GP CHECKED. BY: SCALE: AS SHOWN JOB NO: SHEET S3 OF (9 SHEETS NOTE: JAMB DETTIL SIMILAR EXISTING GMU 3/8" ALL- THREAD ANCHOR BOLTS SPACED I2 "o.c. T STEEL CHANNEL SECTION VIEW • • • HEAD CHANNEL SEE SECTION DOOR OPENING JAMB CHANNEL SEE SECTION 3/8" ALL- THREAD ANCHOR BOLTS SPACED 12"0.c. GMU OPENING HEA !TAIL. SCALE: 3/4" = I' -0" LU206 HANGERS 2"x6" RAFTER 2x8 LEDGER BOARD, ATTACH TO EXISTING GMU WALL WITH 1/4" HILTI HIT -A THREADED ROD WITH 2" WASHER OR SQUARE PLATE, SPACED 32 "o.c. THERADED ROD EMBEDDED A MINIMUM OF 2" INTO SUBSTRATE WITH HIT -HY 20 ADHESIVE SYSTEM DETAIL AT LEDGER TO 6 SCALE: 11/2" = I' -0" 2x8 LEDGER BOARD, ATTACH TO EXISTING GMU WALL WITH 1/4" HL TI HIT -A THREADED ROD WITH 2" WASHER OR SQUARE PLATE, SPACED 32 "o.c. THERADED ROD EMBEDDED A MINIMUM OF 2" INTO SUBSTRATE WITH HIT-HY 20 ADHESIVE SYSTEM LU23E "HANGERS METAL ROOFING 2 "x6" RAFTER T /I6' 05B 6" FOAM INSULATION 5/8" TYPE X 6W5 `c. SECTION SCALE: I /4" = I' -0 EXISTING 8 — BLOCK WALL 6" CONCRETE SLAB METAL GUTTER SIMPSON HI 5/8" TYPE X WS TYPICAL 2x6 STUDS I6 "o4. l /16 "" 055 PLASTER 2x6 BOTTOM PLATE ATTACH TO CONCRETE WITH 1/2" ALL- THREAD RODS RETROFIT 2" IN EXISTING CONCRETE, SET WITH HILTI SET EPDXY NEW CONCRETE CURB, WIDTH 5 1/2 ", HEIGHT 12 ". REINFORCEMENT: 244 CONTINUOUS HORIZONTAL BARS. IO'-O" g STORAGE - EXISTING SIDEWALK AREA 5O' -0n I8'-0 I /4" 22'- 11.3/4' IN 6x8 SCALE:, I/4 "= I' -O 5 -4 2 D/F HDR. 0 21-11 3/4" INALK IN 6x8 1$2 D/F` HDR. FLOOR PLAN STORAGE AREA MIZUKI JAPANESE BUFFET 500 SQUARE FEET NEW COVER STORAGE I700R SCHEDULE MOOR MARK SIZE wa H6T THK GLAZING SILL FIRE RATING LABEL 6' -0" i'-0" 13/4' BRONZE HINGED DOUBLE - EXTERIOR 451. fin 8' -0" 1/4" OVERHEAD - SECTIONAL 31„011 " -0n 1 3/4" BRONZE HINGED SINGLE - EXTERIOR NOTE: ALL EXTERIOR DOORS SHALL BE WEATHER STRIPED O LINE OF EXISTING SIDEWALK W-10" 50'-O' 14'-II I/4" 6' -2' Ia' -10 3/4 8'-0 I nn SCALE: 1/4"=I 1-0 C 5 -4 4 ) 1A0 FOUNDATION PLAN MIZUKI JAPANESE BUFFET REVIEWED FOR CODE COMPLIANCE APDQAVED SEP 0 2 2010 I City of Tukwila BUILDING DIVIRIfN CITY OF TUKWILA AUG 13 2010 PERMIT CENTER U N REVISION DATE: CMU OPENING DETAIL 6/14/10 DATE: AUG. 8, 2010 DRAWN BY: GO CHECKED BY: SCALE: AS SHOWN JOB NO: SHEET it S4 OF )() SHEETS CJR Engineering Civil - Structural Engineering 3814 231st Avenue SE Sammamish WA 98075 -9212 Phone: (425) 269 -5204 Fax: (425) 671 -0003 Email: clemens @cjreng.com REVISION DATE: CMU OPENING DETAIL 6/14/10 DATE: AUG. 8, 2010 DRAWN BY: GO CHECKED BY: SCALE: AS SHOWN JOB NO: SHEET it S4 OF )() SHEETS NEWPORT SEAFOOD DRYWALL TIMBER STUDS PER PLAN ADJUSTABLE VENEERANCHORS' ONE PER 2 SQUARE FEET OF WALL, 16" O.C. HORIZONTAL, 24 VERTICAL ' AIRSPACE CEMENT BOARD / DENS GLASS 9 -GAUGE TRUSS -TYPE CMU VENEER REINFORCEMENT @ 16" O.C. IS#ASPHALTIC BUILDING PAPER 3 S/9 'CMU VENEER BASE PLASHING •.All Inint'roinfnrcomont shnukl ha hot- dipped gaK.1nue1 CMU VENEER TYPICAL SECTION 9 -GAUGE TRUSS -TYPE CMU VENEER REINFORCEMENT DETAIL CONCRETE STEM WALL PER PLAN, BUT WIDE ENOUGH TO SUPPORT BOTH THE NG WALKWAY 5' SIDE WAUC NOTES: THIS PLAN SHOWS ALL DESIGN REVIEW DEAPARTNBIT REQUIREMENT AS NOTED. SIGN PERMIT TOBEAPPLIED SEPARATELY ACCORDING TOGUIDELINES. CIRCU AR WALKWAY SICYGIE RACK NEW ENTRANCE. DBL DR IN BURGANDY AL ROOF, STANDING SEAMIN BURGANDY Wa1Fh Freezer mil S707 21.µW CONSTRUCT DRIVEWAY SIMILAR TO STD RS-00 1Er WOE r '1 Gillett 5 CLEAR SIDE WALK ENCLOSURE TO BE CMU VENEER FACED EXTERIOR W MATCHING COO( P NTT O EXISTING WALLS (see section view) N ROLL UP ASSIGNED 30SF CYCLING AREA NCIt414EATED AREA RECYCLE `BN ¢a PROPOSED GREASE INTERCEPTOR (2750 GAL) 4■40./. + 11' 0.314 J E446nB SprInklor Roam Edging MOM Walk-In cooly WOLF G 11 Employes not IRC 0 15.4• &.• J T a LWOW room 0 0 lr zsa Editing Mod Dumpsbr —Jx1 FRS Compactor WAS VAN ACCESSIBLE ADA PARKINGS POSTED AS REQUIRED 71" ,.r Ss _ FA 10 OVA todetino column 6yp 2) 6.-U a EXIT W. PANIC HARDWARE EME ENCY EXIT W, PANIC HARDWARE SIDE WPUC EXTERIOR DSCAPE AREA Q 4 25914 16. 7 114• ova *doling oakum (bp 23 \O-\ 6. 5.1/1P �i WIDE, 7' TALL.0 NOPY AWNING IN BURGANDY��OOLOR NYL 4' • - MATCHING ALL. BLDG DECOR OOj.OR3 I NEW *kr 4\,Pr ki NTRANCE I' wrsyoOUBLSGLA88 OFFI 4 # OIBICV MST MUM • S =�` %I 13'-4 la 6..4• PINE MIL AO' 011.00...Mblrigetts EXIS G WALKWAY. •4•11W. 41=111, ��_ co 1=00mity, D r.0.5 Nutt 111111111111111111MJ11111111 – ..nom G►.. jw gpr oAriitt '!! w 6.p :4096°--1001133- `N) �i 84 Mph ADA COUffelf -t<��i `�► G 18 J1 \ 141111W 911., NEW 4' WIDE CONCRETE' PATH WALKWAY WITH SHORT FENCE ALONG PATH 6. 5.110` ; ro rd 2W- s.� 6'.' r �\ 6.-4 i -wow D 0 EXTERIOR LANDS E AREA alto• SIDE WALK MDESIGN REVIEW REQUIREMENT PLAN SCALE 1l8` *l .O' T oco C) P ` - MCpe _sCts 43 113 PI --Ace . k -' ' 2O L.k. F-6 -A \--k LA J` '"I`S ► ) ` 4 5 mss \ Y r IN -1 m LEGENDS IRRIGATION HEAD IRRIGATION CONTROL VALVE SPRUCE TREE MEDIUM TREE \/%_ ugAr410/4,0i1Orro LARGE TREE SHORT SHRUB ONARCH TRADING ORPORATION RESTAURANT EQUIPMENT & DESIGN CONSULTANT 048 SOWS DORIS St. if SEATTLE / WA 88108 TEL 208. 789 - -6181 / FAX 206. 763 -6188 LICENSED"INSURED °BONDED CONSTR. CONTRACT NO.: MON RTC06601 THIS DOCUMENT ENCLOSES DESIGN CONCEPT, INFORMATION. AND DATA PRIOPRIETARY TO MONARCH TRADING CORPORATION WHICH ARE NOT TO BE DISCLOSED OUTSIDE THE RECEIVING ORGANIZATION NOR REPRODUCED IN. WHOLE OR PART, EXCEPT BY PRIOR WRITTEN CONTRACTUAL ARRANGEMENTS WITH MONARCH TRADING CORPORATION. MIZUKI ,BUFFET SOUTRCENTER 17950, SOUTHCENTEILPKWY TUI ILA,W _.98188 • • �, v'!. ... DESIGN_REVIEW_RE+QMT LANDSCAPE_PLAN NOTES Ctit1 V 1,k _gy O�+-�:11 1 j.. (.. i.N..i JeS DIRECTOR ti, ARCHITECT. CAPTAIN PROJECTNUBER APPROVED. CHECKED h.; DRAWN AUG 1 '10 :: . ` • REVIEWED FOR . CODE COMPLIANCE APPROVED SEP 0 2 2010 City ofTukwila BUILDING. DIVISION CORRECTION LTR# 2 10— 15q RECEIVED AUG .3 0 2010 PERMIT CENTER BICYCLE RACK 119'--4" CONSTRUCT DRIVEWAY SIMILAR TO STD RS-09 10'0" WIDE ikkg-nRARKWA-M-ViiR7517.1A 4T.'W 3 Curb for gabage PU NEW DELIVERY DELIVERY ENTRANCE 11-1,-gat :*0 P•Ngt': Rh, u . • NEW CUT OUT CD FOR ENTRANCE vie._ ifg* . 0 rz \,2 M . ........ .. \''' s. . l ,.///.... eil/c //: i , 4\1\6, 1ENTRANCE 4000/ % / \ 1 420, 1 \ I — – . wAirr AR it MONARCH TRADING CORPORATIO 1112T.0atilff Brilliniad & »MO CONSULT' IMO sourn DORIS St 1 STJATTLI: / WA NI 29(1. Y03-6161 1 ra 204. 70-81.13 LICENSED • INSURED • BONDED CONSTR. CONTRACI IIONARTMINI THIS DOCUMENT ENCLOSES DESIGN CONCEPT, INFORMATION AND DAT PRIOPRIETARY To MONARCH TRADIN CORPORATION WHICH ARE NOT TO B DISCLOSED OUTSIDE THE RECEIVIN ORGANIZATION NOR REPRODUCED IN WHOLE' OR PART, EXCEPT BY PRIOV WRITTEN CONTRACTUAL ARRANCEMEN WITH MONARCH TRADING CORPORATION MIZUWBUFFET 17950-SOUTIICENTER_PKWY TUKWILA,WAJ8188 EXISTING PLANTER 1043X1016 18 5-70 ..... ..... A 'Jilt, EQUIPMENT_PLAN 22'-0" -..4.4t-N,„, • ,41\1,114 • 5 1.1.44. • ..... 9' 5-1/8" 51.4o [ ____ r ICE FLAKER DIRECTOR . „... ARCHITECT 20'-5" ICE MAKERS 11' 9-3/4" 851-0" RE-OPENING INSPECTION BY THE s IG COUNTY HEALTH DEPARNENT IRFQUIRED PRIOR TO OPERATION. ' '11C4NT PLAN SET IS REQUIRED BE AVAILABLE ON SITE DURING T INSPECTION. 81-0" 5'-4" CAPTAIN 4 PROJECTNUMBER APPROVED CHECKED DRAWN 13A.N92 1/4"=1:-0" 22-0" PROVED SUBJECT TO ORDINANCE JUL 1 3 2010 Public Ilealth-eattle 5' 4" —.1e 13' 4" 6-4" MIZUKI JAPANESE BUFFET 17950 Southcenter Parkway Tukwila, Wa. 98188 35'-4" 5' 4"--,te 119'-4" EQUIPMENT PLAN SCALE: 3/8"=1'-0" 22' 0" 5' 4" 22' 224 seats 5' 4" 5' 4" RECEIVE SEP 0 7 2010 PERMIT CENTER 4 lic Copy IMO---1.51 15