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HomeMy WebLinkAboutPermit D09-258 - INNOVASIAN CUISINE - SHELVINGINNOVASIAN CUISINE 18251 CASCADE AV S D09 -258 Parcel No.: 7888900150 Address: 18251 CASCADE AV S TUKW Suite No: Cityttf Tukwila Tenant: Name: INNOVASIAN CUISINE - SHELVING Address: 18251 B CASCADE AV S , TUKVV1LA WA Contact Person: Name: KYLE BAUER Address: 9883 40 AV S , SEATTLE WA 98118 Phone: 206 394 -3300 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: / /wwwci.tukwila.wa.us Owner: Name: CASCADE TUKWILA LLC Address: 7900 SE 28TH ST #200 , MERCER ISLAND WA 98040 Phone: DEVELOPMENT PERMIT Permit Number: D09 -258 Issue Date: 01/20/2010 Permit Expires On: 07/19/2010 Contractor: Name: ENGINEERED PRODUCTS Address: 18271 ANDOVER PK W , TUKWILA WA 98188 Phone: 206 - 394 -3300 Contractor License No: ENGINPC931CO Expiration Date: 02/20/2011 DESCRIPTION OF WORK: INSTALL SHELVING WITH WIRE MESH DECK Value of Construction: $0.00 Fees Collected: $322.62 Type of Fire Protection: International Building Code Edition: 2006 Type of Construction: Occupancy per IBC: 0025 doc: IBC -10/06 * * continued on next page ** D09 -258 Printed: 01 -20 -2010 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City oilI'ukwila • 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.citukwila.wa.us Permit Number: D09 -258 Issue Date: 01/20/2010 Permit Expires On: 07/19/2010 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: to Date: t-61-0't V I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of k. I am authorized to sign and obtain this development permit. Signature: `-� Date: – Z a r lc) Print Name: 4 / � ►'� This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC -10/06 D09 -258 Printed: 01 -20 -2010 Parcel No.: 7888900150 Address: Suite No: Tenant: S City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 18251 CASCADE AV S TUKW INNOVASIAN CUISINE - SHELVING 1: ** *BUILDING DEPARTMENT CONDITIONS * ** PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D09 -258 ISSUED 12/10/2009 01/20/2010 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 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. 4: 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. 5: 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. 6: Installation of high- strength bolts shall be periodically inspected in accordance with AISC specifications. 7: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: Manufacturers installation instructions shall be available on the job site at the time of inspection. 10: 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. 11: ** *FIRE DEPARTMENT CONDITIONS * ** 12: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 13: 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) 14: 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 doc: Cond -10/06 D09 -258 Printed: 01 -20 -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 that its top is not more than 5 feet (1524 nun) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 nun) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 15: 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) 16: 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) 17: 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) 18: 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) 19: 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) 20: Nominal 6" transverse flue spaces between loads and at rack uprights shall be maintained in single row, double row, and multiple row racks. Random variations in the width of flue spaces or in their vertical alignment shall be permitted. (NFPA 13- 12.3.1.13) 21: Storage shall be maintained 2 feet or more below the ceiling in nonsprinklered areas of buildings or a minimum of 18 inches below sprinkler head deflectors in sprinklered areas of buildings. (IFC 315.2.1) 22: Clearance between ignition sources, such as light fixtures, heaters and flame - producing devices, and combustible materials shall be maintained in an approved manner. (IFC 305.1) 23: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 24: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 25: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 26: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206) 575 -4407. doc: Cond - 10/06 * *continued on next page ** D09 -258 Printed: 01 -20 -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 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: doc: Cond -10/06 D09 -258 Date: I - Z ' - ordinances governing or local laws regulating Printed: 01 -20 -2010 doc: Cond -10/06 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206- 431 -3665 Web site: http: / /www.ci.tukwila.wa.us • D09 -258 Printed: 01 -20 -2010 Name: Mailing Address: Company Name: Mailing Address: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://wwwci.tukwila.wa.us Building Permit No. Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. f ID 6 (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** Site Address: / a 1 57 8 614Sc..1)19 AVE Sc Tenant Name: --r /YVj/L-- dYIrN Property Owners Name: n V w G' 1 t? ' * 1 Mailing Address: 7 aron J _ Z�3 -1 ,3• / I C City � St9'3 1 /47 " A1Ve 2. E -Mail Address: r-crank. e --ppa4 -e. . Contact Person: /Ti.JG/ 1 11 r'1k ,'r iivC it' i3te) E -Mail Address: r el k e, p a . C.za ✓).,-\ Contractor Registration Number: EICI I hl PG 13 i Ca King Co Assessor's Tax No.: City 071 TrActo oft Suite Number: Floor: New Tenant: Yes ❑ .. No State Zip CONTACT PERSON who do we contact when your permit is ready to be issued Day Telephone: Ze 3 9 z1 3 3 �- S "P 1g7. - 4)A 9 S//' State Zip Fax Number: Zde. 7 S (.,4,PB GENERAL CONTRACTOR INFORMATION (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) (-e i 2 P ci 4 71;03 yU ¥ � ' a Ue. S-e;479- /r. (i)a '// �3 City State Zip Day Telephone: 3 S 9 - Fax Number: 2. -' 575 Expiration Date: Z f Z v l / ARCHITECT OF RECORD — All plans. must be wet stamped by Archlt,ct of Record Company Name: - Mailing Address: City Contact Person: Day Telephone: E -Mail Address: FaxNumber: State State Zip ENGINEER OF RECORD - All plaits must be wet stamped by Engineer of Record Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: H�\ApplicationsTorms- Applications On Line \2009 Applications \1 -2009 - Permit Application.doc Revised: 1 -2009 bh Zip Page 1 of 6 BUILDING PERMIT INFORM _ i ION- 206-431-3670 ®c, Valuation of Project (contractor's bid price): S /411.0140.6264.- rs e.6 Existing Building Valuation: $ Scope of Work (please provide detailed information): Will there be new rack storage? ❑ Yes Number of Parking Stalls Provided: Standard: FIRE PROTECTION /HAZARDOUS MATERIALS: H: \Applications\Forms- Applications On Line \2009 Applications \I-2009 - Permit Application.doc Revised: 1 -2009 bh w) t ❑.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas, in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8 -1/2 "x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System - For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1 Floor 2 Floor 3 Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFORM _ i ION- 206-431-3670 ®c, Valuation of Project (contractor's bid price): S /411.0140.6264.- rs e.6 Existing Building Valuation: $ Scope of Work (please provide detailed information): Will there be new rack storage? ❑ Yes Number of Parking Stalls Provided: Standard: FIRE PROTECTION /HAZARDOUS MATERIALS: H: \Applications\Forms- Applications On Line \2009 Applications \I-2009 - Permit Application.doc Revised: 1 -2009 bh w) t ❑.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas, in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8 -1/2 "x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System - For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Page 2 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction – In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review – Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature:- ''(;q, Print Name: T?Q 'Pr ,k Mailing Address: 5 1003 1 14 ti-. 50 .5-en 7't/ ti-h4 _ 2 rgl /.9 City State — Date: �2 - T car Day Telephone: Z €- 3'39 Z Zip Date Application Accepted: Date Application Expires: Staff Initials: Ff (4ppftcanons(Forms- AppGranons On Line12009 Applications \I -2009 - Permit Application. doc Revised: 1 -2009 bh Page 6 of 6 Fixture Type: Qty Fixture Type: Qty °" ixture 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 . -'d /or vent Industrial waste treatment _., terceptor, including trap a. vent, except for kitchen ty '„ grease interceptors Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity) Grease interceptor for commercial kitchen ( >750 gallon capacity) Repai or alteration of wat piping and /or water tr- tment equipment Rep "I or alteration of draina,, 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 s tective device other than at ' :.spheric -type vacuum break-` . over 2 inch (51 mm) di aeter Each lawn sprinkler system on any one meter including backflow protection devices Atmospheric -type vacuu breakers not included in lawn sprinkler backflo protections (1 -5) Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Gas piping outlets PLUMBING AND GAS PIPING rERMIT INFORMATION — 206- 431 -3o /0 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: Valuation of Project (contr., tor's bid price): $ Scope of Work (please provire detailed information): Building Use (per Int'l Building Code Occupancy (per Int'l Building Code): Utility Purveyor: Water: ewer: Indicate type of plumbing fixtures and /or gas pi.' g outlets being in ;:lied and the quantity below: H:\Applications\Forms- Applications On- Line\2009 Applications \I -2009 Permit Application.doc Revised: 1 -2009 bh Page 5 of 6 Parcel No.: 7888900150 Permit Number: D09 -258 Address: 18251 CASCADE AV S TUKW Status: APPROVED Suite No: Applied Date: 12/10/2009 Applicant: INNOVASIAN CUISINE - SHELVING Issue Date: Receipt No.: R10 - 00076 Initials: User ID: Payee: WER 1655 ACCOUNT ITEM LIST: Description • 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 ENGINEERED PRODUCTS TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA - Authorization No. 087288 BUILDING - NONRES STATE BUILDING SURCHARGE RECEIPT 197.30 Total: $197.30 Payment Amount: $197.30 Account Code Current Pmts 000.322.100 192.80 640.237.114 4.50 Payment Date: 01/20/2010 09:40 AM Balance: $0.00 doc: Receipt-06 Printed: 01 -20 -2010 Parcel No.: 7888900150 Permit Number: D09 -258 Address: 18251 CASCADE AV S TUKW Status: PENDING Suite No: Applied Date: 12/10/2009 Applicant: INNOVASIAN CUISINE - SHELVING Issue Date: Receipt No.: R09 -01978 Initials: User ID: Payee: JEM 1165 ACCOUNT ITEM LIST: Description ENGINEERED PRODUCTS TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA - Authorization No. 030948 PLAN CHECK - NONRES • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us RECEIPT 125.32 Payment Amount: $125.32 Account Code Current Pmts 000.345.830 125.32 Total: $125.32 Payment Date: 12/10/2009 01:45 PM Balance: $197.30 PAYMENT RECEIVED doc: Receiot -06 Printed: 12 -10 -2009 Project: /it/ /A C'' / /S1.1// Type of Inspection: ,.4 ,t/- / Address: /,-g2 5 / 1 -504 4 Date Called: JS Special Instructions: ` / Date Wanted: a.m. Requester: Phone No: 2 2/15 - 2 -37 ,- 400 5 -256° INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: P Inspecto C Date: I.> $60.00 REINSPECTION FEE REQUI1iED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: COMMENTS: Type of Inspection: liVe /— i A/4 / G it- e k Address: / 802 5/ C 7 9$(t44 ∎t= �/ 7 e_LL RI-c - f- , J q; - i---‘ ..../. .4(.4 DO I 1 i m" " €‘ –5/e (--j 4 k 'C;ti. 0 P f V ;`a ^ Requester: A - c .-.. c, , . Phone No: a 6135 y 33/2 . it Project: t/✓/Vo If lq S MAI (. /S Type of Inspection: liVe /— i A/4 / G it- e k Address: / 802 5/ C 7 9$(t44 ∎t= �/ Date Called: c• p W J r 5 J -- Special Instructions: Date Wanted: / —ZS - /D a.m. p•m Requester: Phone No: a 6135 y 33/2 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit •609 s ® INSPECTI.N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. 7 Inspec6r: Date: + _ - ( d El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ‘de Project: , z n /1 P v45. el C Type Type of Inspection: `r_ ,lco I Address: j t I Suite #: Cat 6 C4at, AAA g, Contact Person: Special Instructions: Permits: Phone No.: Needs Shift Inspection: Sprinklers: ' Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INS ECTION RE ORD Retain a`copy with permit INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1 Pt l et ) rG rli plt1" r - . Inspector: mf3 Date: ©vi,. 9lt v Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from t e City of Tukwila Finane Department. Call to schedule •a reinspection. Word /Inspection Record Form.Doc • 1/13/06 T.F.D. Form F.P. 113 • s r Inspections Performed Proprietary Anchors: Steel Decking Other (specify): • Anchor Bolt Installation X Structural Steel Fabrication • Epoxy Grouting (Rebar / Bolts) Structural Steel Erection OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 112912 Project: Address: • lnnovasian Project 18251 Cascade Ave S, Tukwila En Products Inspector and Date Paul Kanikkeberg 1/21/2010 Copies to: X Client X Engineer Owner Contractor Architect X Building Dept. CONSTRUCTION INSPECTION REPORT Permit Number: Job Number: Client Address: Remarks D09 - 258 10 -0039 9883 40 Ave S, Seattle r•. a..A� FEB 042010 Inspected installation of (36) diameter Hilti Kwik Bolt TZ anchors into concrete slab for anchorage to steel column bases. Bolts were installed at 4" embedment and 40ft/Ibs torque with a calibrated torque wrench (ORA #6054). Inspected to approved plans and details. Reference Standards; ICC ESR 1917 Conforms Others Technical Responsibility: Jeff Rabe, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 888 - OTTO - 4 - US - Fax (206) 723 - 2221 Form No.: ADMIN -63 -02 (Rev 11/08) FILE COPY Permit No. frucfu rat Project Name : INNOVASIAN Project Number : J- 120709 -10 Dote : 12/08/09 Street Address : 18251 CASCADE AVE. S. City /State : TUKWILA, WA. 98188 Scope of Work : OVERTURNING / oncepts ngineering 1200 N. Jefferson St., Suite F Anaheim, GA 92807 Tel: 714.632.7330 Fax: 714.632.7763 e -mail: mail @sceinc.net N ItV v FOR SIS DEC 0 8 2009 CODE COMPLIANCE APPROVED c t�► JAN 0 7 2010 i�CC 12009 PERMIT CENTER City of Tukwila Do 01 BUILDING DIVISInnl S tructural C oncepts E ngineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 Design Data By: S.P. 1) The analyses conforms to the requirements of the 2006 IBC and the 2002 Rack Manufacturers Institute Sepecifications for Steel Storage Racks (RMI) and the ASCE 7 -05, section 15.5.3 2) Transverse braced frame steel conforms to ASTM A570, Gr.55, with minimum strength, Fy =55 ksi Longitudinal frame beam and connector steel conforms to ASTM A570, Gr.55, with minimum yield, Fy =55 ksi All other steel conforms to ASTM A36, Gr. 36 with minimum yield, Fy= 36 ksi 3) Anchor bolts shall be provided by installer per ICC reference on plans and calculations herein. 4) All welds shall conform to AWS procedures, utilizing E70xoc electrodes or similar. All such welds shall be performed in shop, with no field welding allowed other than those supervised by a licensed deputy inspector. 5) The reinforced slab is 5" thick with minimum 2500 psi compressive strength. Soil bearing capacity is 1000 psf. Definition of Components Frame height Produci TVOC '] CFI F(`TI\ /F PA(`K Beam Beam Length -� Front View: Down Aisle (Longitudinal) Frame Project: INNOVASION Project #: J- 120709 -10 S Beam Spacing I Column Beam to Column Connector Base Plate and Anchors T Pane Heig Frame Depth ht Section A: Cross Aisle (Transverse ) Frame Horizontal Brace Diagonal Brace The components herein are designed within the guidelines of the 2006 IBC and the 2002 Rack Manufacturers Institute Specifications for Storage Racks. The final design of the system is valid only with proper approval from the jurisdictional building official. P n.�o 7 of 1 2/8/2009 S tructural C oncepts E ngineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 B S Project: INNOVASION Project #: J- 120709 -10 Seismic Forces Configuration: TYPE 1 SELECTIVE RACK 36 IN DEEP Lateral analysis is performed with regard to the IBC 2006 Sec. 2208.1 and the 2002 RMI Sec 2.7.3. & ASCE 7-05 sec 15.5.3 Transverse (Cross Aisle) Seismic Load Level 1 2 3 woc i GFI FrTII /F DArK DL per Lvl= 100 lb Cs * Ip= 0.1600 %/,, 0.015 Eff Base Shear= 0.1600 V= Cs *Ip *(LL*0.67 +1.0 * DL) Ws= (0.67 * PLRF * PL) + DL = 1,305 lb Cs= 0.67 *2.5 *Ca /R >= 0.14 * 2/3 * Ss * Fa /1.4 = 0.1600 Vtransv= 0.16 * (300 lb + = 209 lb Level PL (Product Load) PL *0.67 *PLrf 1 500 lb 335 lb 2 500 lb 335 lb 3 500 lb 335 lb Longitudinal (Downaisle) Seismic Load 1,005 lb 1,005 lb DL 100 lb 100 lb 100 lb hi 32 in 63 in 93 in 300 lb W= 1305lb Ws= (0.67 * PL * PL) + DL = 1,305 lb Eff Base Shear= 0.0953 Cs * Ip= 0.67*1.2*Cv /(R*T ^0.66) >= Vmin2 Vlong= 0.0953 * (300 lb + 1005 lb) = 0.0953 = 124 lb ASD Loading V,, 1= 0.015 Vm,Q= 0.14`2/3'Ss ra /1.4= 0.0953 PL (Product Load) PL *0.67 *PLrf DL hi 500 lb 335 lb 100 lb 32 in 500 lb 335 lb 100 lb 63 in 500 lb 335 lb 100 lb 93 in 300 lb W=1305 lb Paae of `3 (RMI Sec 2.5.1.2) 1005 lb) ASD Loading wi *hi 13,920 27,405 40,455 81,780 wi *hi 13,920 27,405 40,455 81,780 Ss= 1.429 51= 0.489 Fa= 1.000 Fv= 1.511 Ca= 0.4 *2/3 *Ss *Fa= 0.3811 (Transverse) R= 4.0 1p= 1.0 PL 1.0 R 35.6 lb 70.0 lb 103.4 lb 209 lb R *hi 1,139 -# 4,410 -# 9,616 -# T= 1.uu s PLRF= (Longitudinal ) R= 6.0 Cv= 2/3 *S1 *Fv= 0.4926 A 21.1 lb 41.6 lb 61.3 lb 124 lb 1= 15,165 1 2/8/2009 S tructural C oncepts E ngineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 Anchors Loads Fully Loaded rack Anchor Fully Loaded: Top Level Loaded: By: S.P. Vtrans= 209 lb Movt= I(Fi *hi) *1.15 = 15165in -lb * 1.15 = 17,440 in -lb Top Level Loaded Only Critical Level= 3 V1 =Vtop= Cs * Ip * Ws >= 350 lb = 0.16 * (500 lb) = 80 lb V2=V Cs *Ip *DL = 48 lb Mst= (PL @ top + 0.9 *DL- total) *D /2 = (500 lb + 300 lb *0.9) * 36 in /2 = 13,860 in-lb TYPE I SELECTIVE RACK Vtrans =V= 209 lb Pullout Capacity=Tcap= 2,178 lb Shear Capacity=Vcap= 2,839 lb Tcap *Phi= 2,178 lb Vcap *Phi= 2,839 lb Project: INNOVASION DL/Frame= 300 lb PL/Frame= 1,500 lb Wst= (0.9 *DL +PL)total= 1,770 lb LL @ TOP= 500 lb DL/Lvl= 100 lb DL *0.90 = 90 lb Lateral Ovt Forces=�(n *hi)= 15,165 in-lb Total Dead Load per Bay =DL= 300 lb Configuration: TYPE 1 SELECTIVE RACK 36 IN DEEP Mst= Wst * 0/2 = 1770 lb * 36 in /2 = 31,860 in -lb Check (1) 0.5" x 3.25" Embed HILTI KWIKBOLT 17 anchor(s) per base plate. Special inspection is provided per ICC ESR 1917. Frame Depth =D= 36.0 in Htop- Iv1 =H= 93.0 in # Levels= 3 # Anchors /Base= 1 Hgt @ LvI 3= 93.0 in HtnDratio= 2.6 Movt= V1 *Htop *1.15 + V2 * H/2 =80 lb*93in*1.15 +481b*93 in /2 = 10,788 in -lb L.A. City Jurisdiction? NO Phi= 1 (105 lb/2839 1b)^1 = T= (Movt- Mst) /D = (10788 in-lb - 13860 in-lb)/36 in = -85 lb No Uplift 0.04 <= 1.0 OK (0 lb/2178 + (40 lb/2839 lb)^1 = 0.01 <= 1.0 OK Project #: J - 120709 - 10 0 � SIDF FI FVATIfNI T= (Movt - Mst)/D = (17440in -lb - 31860 in-lb)/36 in = -401 lb No Uplift Page '4 of c I2/8/2009 S tructural C oncepts E ngineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 Anchors Loads Fully Loaded rack Top Level Loaded Only Anchor By: S.P. Project: INNOVASION Project #: J- 120709 -10 DL/Frame= 300 lb PL/Frame= 1,500 lb Wst= (0.9 *DL +PL)total= 1,770 lb LL @ TOP= 500 lb DL/Lvl= 100 lb DL *0.90 = 90 lb Lateral Ovt Forces= E(R *hi)= 15,165 in -lb Total Dead Load per Bay =DL= 300 lb Vtrans= 209 lb Movt= 2(R *hi) *1.15 = 15165in -lb * 1.15 = 17,440 in -lb Critical Level= 3 Vtrans=V= 209 lb V1 =Vtop= Cs * Ip * Ws >= 350 lb = 0.16 * (500 lb) = 80 lb V2=V Cs *Ip *DL =481b Mst= (PL © top + 0.9 *DL- total) *13/2 = (500 lb + 300 lb *0.9) * 24 in /2 = 9,240 in -lb Configuration: TYPE 2 SELECTIVE RACK 24 IN DEEP Mst= Wst * D/2 = 1770 lb * 24 in /2 = 21,240 in -lb Check (1) 0.5" x 3.25" Embed HILTI KWIKBOLT 12 anchor(s) per base plate. Special inspection is provided per ICC ESR 1917. Fully Loaded: Top Level Loaded: TYPE 2 SELECTIVE RACK Tcap *Phi= 2,178 lb Vcap *Phi= 2,839 lb Frame Depth =D= 24.0 in Htop -M =H= 93.0 in # Levels= 3 # Anchors /Base= 1 Pullout Capacity=Tcap= 2,178 lb LA. City Jurisdiction? NO Shear Capacity=Vcap= 2,839 lb Phi= 1 Hgt @ Lvl 3= 93.0 in H to 0 ratio= 3.9 Movt= V1 *Htop *1.15 + V2 * H/2 = 80Ib *93in* 1.15 +48lb *93 in /2 = 10,788 in -lb T= (Movt- Mst) /D = (10788 in-lb - 9240 in-lb)/24 in = 65 lb (105 lb/2839 1b)^1 = 0.04 <= 1.0 OK (65 lb/21781b) ^1 + (40 lb/2839 Ib) ^1 = 0.04 <= 1.0 OK T +D� SIDF Fl FVATION V T= (Movt- Mst) /D = (17440in -lb - 21240 in-lb)/24 in = -158 lb No Uplift Page 5 of 12/8/2009 Date: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. • Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Innovasian Cuisine Project Address: 18251 Cascade Ave S Plan Check/Permit Number: D09-258 Contact Person: Phone Number: Steven M. Mullet, Mayor Steve Lancaster, Director Summary of Revision: RECEIVED Sheet Number(s): 14 IRMIT CENTER "Cloud" or highlight all areas of revision including date of rev4Tio Received at the City of Tukwila Permit Center by: kr Entered in Permits Plus on I 4)-- - SO — c 7 \applications \forms - applications on Tine \revision submittal Created: 8 -13 -2004 Revised: BUILDING PERMIT INFORM *ION 206- 431 -.3670 Valuation of Project (contractor' s bid pri 1 © � a tce): {� Existing Building Valuation: $ Scope of Work (please provide detailed information): -7" " -.5 i - /Vi 4 t iir I .1 - 1 4 ee;b Will there be new rack storage? ❑ Yes 2 Floor 3rd Floor Floors th Basement ' Accessory. Structure.* Attached; Garage Detached: Garage, Attached Carport, • Detached Carport Covered Deck Uncovered Deck Existing 2 4 /66 Interior Remodel Addition to , Existing. Structure ... Type -of Type of Construction per Occupancy per IBC . ;'. IBC' PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Will there be a change in use? ❑ Yes FIRE PR9TECTION /HAZARDpUS MATERIALS: Provide All Building Areas. in Square Footage Below Sprinklers Automatic Fire Alarm H:\Applieations\Forms- Applications On Line \2009 Applications \1 -2009 - Permit Application.doe 2. 6 Revised: I -2009 INCOMPLETE bh 0.. No If yes, a separate permit and plan submittal will be required. ❑ No If "yes ", explain: ❑ None ❑ Other (specify) Handicap: Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If `yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11 "paper including quantities and Material Sa ty ata 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. RECEIVE 392009 PERMIT CENTh Page 2 of 6 December 16, 2009 Ray Frank 9883 40 Ave S Seattle, WA 98118 • • .City t City ( Tu F - % � � ���� Jim Haggerton, Mayor epartment of Community eVelopment Jack Pace, Director RE: Letter of Incomplete Application # 1 Development Permit Application D09 -258 Innovasian Cuisine — 18251 Cascade Ave S Dear Mr. Frank, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on December 11, 2009 is determined to be incomplete. Before your application can continue the plan review process the following item from the following department need to be addressed: Fire Department: Alan Metzler at 206 575 -4407 if you have any questions concerning the following comment. 1. The fire protection and square footage sections of the application need to be completed. Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted throuwh the mail or by a messenzer service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, Enclosures File: D09 -258 qL.IP Bill Rambo Permit Technician W:\Permit Center \Incomplete Letters\2009\D09 -258 Incomplete Ltr # 1.DOC 6300 Southcenter Boulevard, Suite #100 ® Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 0 Fax: 206 - 431 -3665 • PLAN1 VIEW /ROUTING SLIP ACTIVITY NUMBER: D09 -258 DATE: 12 -30 -09 PROJECT NAME: INNOVASIAN CUISINE - SHELVING SITE ADDRESS: 18251 CASCADE AV S Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: `�D� kw, I� y`� uilding Div - ition Fire Prevention Public Works Documents/routing slip.doc 2 -28 -02 Structural APPROVALS OR CORRECTIONS: Approved [1 Approved with Conditions Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12 -31 -09 Complete Incomplete ❑ Not Applicable ❑ 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 ❑ No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 01 -28-10 n p Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPARTMENTS: Building Division Public Works Complete ❑ Comments: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 • 'EHW COORD C +- :Y• PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D09 - 258 DATE: 12 -11 -09 PROJECT NAME: INNOVASIAN - SHELVING SITE ADDRESS: 18251 CASCADE AV S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued tk AevAei pAlroet ire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Planning Division ❑ Permit Coordinator DUE DATE: 12-15-09 Not Applicable Permit Center Use Only G1 � INCOMPLETE LETTER MAILED: l� — 1 IQ D LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire l Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 01-12-10 Approved ❑ Approved with Conditions n 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: License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status ENGINSP142RA ENGINEERED STORAGE PRODUCTS CO CONSTRUCTION CONTRACTOR GENERAL UNUSED 12/1/1986 1/1 /2000 ARCHIVED GADCOMH991 K4 GADCO MATERIAL HANDLING LLC CONSTRUCTION CONTRACTOR GENERAL UNUSED 5/24/2001 1/3/2009 EXPIRED ENGINPI013JK ENGINEERED PRODUCTS INC CONSTRUCTION CONTRACTOR GENERAL UNUSED 4/12/19991 /6/2010 OUT OF BUSINESS Name Role Effective Date Expiration Date CT CORP SYSTEMS AGENT 02/20/2007 SALMAN, DAVID E PRESIDENT 02/16/2007 RIECKE, ROBERT J SECRETARY 02/16/2007 SAYLOR, THOMAS H TREASURER 02/16/2007 HOLLINGSHEAD, DANNY W VICE PRESIDENT 02/16/2008 Untitled Page General /Specialty Contractor A business registered as a construction contractor with L£tl to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County Business Type Parent Company ENGINEERED PRODUCTS, A PAPE CO 2063943300 9883 40th AVE SO SEATTLE WA 98118 KING Corporation UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Specialty 1 Specialty 2 602684203 ACTIVE ENGINPC931 CO CONSTRUCTION CONTRACTOR 2/20/2007 2/20/2011 GENERAL UNUSED Other Associated Licenses Business Owner Information Bond Information Bond Bond • Effective Expiration Cancel Impaired Bond I Received Page 1 of 2 https: // fortress .wa.gov /lni /bbip/Detail.aspx 01/20/2010 NS ER `'ATE ?ESERVA.TIVE ;ER :EL ;WISE 0 I ROOF TATE E SITE PLAN SYMBOLS f EXISTING / LANDSCAPING NO CHANGE I ,/„/,,/,// / ./ / /%/ / / ��SAYB T, NC , / j"/ ]8251 A-DI�(MP C AVE S / / /TUKWILA, WA 98188 - 4722/ /• /7/7//,/,/,/,// / / / AREA OF IMPROVEMENT /4,/,„/ '/ / /; / / / / / / / / / / / / /` // // ////,/ , / / /// / // /// J EXISTING PARKING NO CHANGE EXISTING TENANT NO CHANGE / S 1 2 DO 5' 74 7.37 . 1 f / I , EXISTING PARKING NO CHANGE _ Ica ® ES:=7=1 SHEET INDEX FILE COPY Permit No. - i 1 25' 50•' I / E 4 30.27' SCALE: 1/32' 1' -0' REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. TOTE: Revisions will require a new plan submit! ^I ensl plan review € i 4 S� REVIEWED FOR CODE COMPLIANCE APPROVED JAN 0 7 2010 City of Tukwila BUILDING nIVISICN R FJ am of LA DEC 1 1 2009 PERMIT CENTER PO°i- 0 U, D F 0 0 0 D z r- I ' I D 0 z x Xp 3 mV fN 4 DRAVG'CS PREPARED IOR INNEIVASIAN TUKWILA, WA ENGINEERED PRODUCTS A PNti CSA ARY '7 63 96' 93" 55' -5 1/16" Storage and Material Handling Specialists 9883 40Th AVENUE SOU1H Scottie, WA 98115 Phone: 205 -394 -3300 Fo nt: 208--575 -6688 7 DE MOM NO OE9016 1100011 MU 101ff arum= L D CO olsM= 10 MRS FOR PROCUREMENT OR Onto PU6OSFS, CC M AS OIIRIR a MIMED BP QBIIRACT, 111111111 OISRFSS minx oisart OF Dimon nmoXIS. Au RE3wat1U6 Sim. IFAR DATA REVISION DLSOP/PIRIN SCALE :: AS —SHI N DATE: 12 -7 -09 JOB NO: XXX CHECKED BY XXXX SHEET NO. SC,4LE: 1/8` = 1' -0` NORTH SCALE: NITS FILE COPY Permit No. t Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and conditions is acknowledged' By V 1 Date: 1 — z o- 2 0 City Of Tukwila BUILDING DIVISION REVISIONS No changes shall be made to the scope of wrk without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. REVIEWED FOR CODE COMPLIANCE APPROVED JAN 0 7 2010 of Tukwila City o ukw BUILDING DIVISION The P.E. certification provided herein by SCE, Inc. pertains to the anchor overturning analysis components only. All other components are outside the scope of this certification RECEIVED DEC 0 8 2009 CITY OF TUKWItA DEC ,1 1 2009 PERMIT CENTER