Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit D13-064 - INNOVASIAN CUISINE - TENANT IMPROVEMENT
INNOVASIAN CUISINE 18251 CASCADE AV S D13-064 City oillrukwila 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.TukwilaWA.gov Parcel No.: 7888900150 Address: 18251 CASCADE AV S TUKW Suite No: Project Name: INNOVASIAN CUISINE DEVELOPMENT PERMIT Permit Number: D13-064 Issue Date: 03/22/2013 Permit Expires On: 09/18/2013 Owner: Name: CASCADE TUKWILA LLC Address: 7900 SE 28TH ST #200 , MERCER ISLAND WA 98040 Contact Person: Name: MATT SINKULA Address: PO BOX 27089 , SEATTLE WA 98165 Contractor: Name: JOSEPH S SIMMONS CONST INC Address: PO BOX 27089 , SEATTLE, WA 98125 Contractor License No: JOSEPSS153JD Lender: Name: JOSEPH SIMMONS CONSTRCUTION Address: PO BOX 27089 , SEATTLE WA 98165 Phone: 206-362-7227 Phone: 206 281-7227 Expiration Date: 04/12/2013 DESCRIPTION OF WORK: CUT AND REMOVE CONCRETE AT CONCRETE PANEL AND INSTALL 5' X 6' WINDOW. DEMO ACCORDION DOOR AND FRAME OFFICE WALLS TO GRID PER PLAN. INSTALL ACOUSTICAL CEILING TILE AND GRID IN CONFERENCE ROOM. CUT AND REMOVE CONCRETE AT INTERIOR CONCRETE WALL AT CONFERENCE ROOM AND INSTALL 3' X 7' MAN DOOR. ELECTRICAL AND MECHANICAL UNDER SEPARATE PERMITS. Value of Construction: $35,000.00 Fees Collected: $1,215.02 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2009 Type of Construction: III -N Occupancy per IBC: B-2 Electrical Service Provided by: PUGET SOUND ENERGY **continued on next page** doc: IBC -7/10 D13-064 Printed: 03-22-2013 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: 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: N Number: 0 Size (Inches): 0 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: Date: 72J---.)—)%"--( 3 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 t construction or t to this permi . Signature: c__>,„,„,(RIZ fu_5 't does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating ormance of work. I am authorized to sign and obtain this development permit . : agree to the conditions attached Print Name: Date: 3 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. PERMIT CONDITIONS: 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: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 6: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special doc: IBC -7/10 D13-064 Printed: 03-22-2013 inspection agency and shall be submitted to:Building Official prior to and as a condition 'al inspection approval. 7: 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. 8: New suspended ceiling grid and light fixture installations shall meet the non -building structures seismic design requirements of ASCE 7. 9: 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. 10: 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. 11: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 12: 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. 13: Manufacturers installation instructions shall be available on the job site at the time of inspection. 14: 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. 15: 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). 16: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 17: 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. 18: ***FIRE DEPARTMENT CONDITIONS*** 19: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 20: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinlder heads. (IFC 901.4) 21: 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) 22: 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 Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2327). 23: 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 #2328) 24: 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 #2328) (IFC 104.2) 25: 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. 26: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and doc: IBC -7/10 D13-064 Printed: 03-22-2013 #2328) 27: Any overlooked hazardous condition an or violation of the adopted Fire or Building Cos does not imply approval of such condition or violation. 28: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. doc: IBC -7/10 D13-064 Printed: 03-22-2013 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov 1 Building Permit No: Project No. Date Application Accepted: - j(12 Date Application Expires: - Uo -� f (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: 18251 Cascade Ave S King Co Assessor's Tax No.: 8111050568 Suite Number: B Floor: 1 Tenant Name: Innovasions Cuisine PROPERTY OWNER Name: Matt Sinkula Name: Dave Moffett City: Seattle State: WA Zip: 98165 Address: 7900 SE 28th St, Suite 200 Email: matt@joesimmons.com City: Mercer Island State: WA Zip: 98040 CONTACT PERSON — person receiving all project communication Name: Matt Sinkula Address: PO Box 27089 City: Seattle State: WA Zip: 98165 Phone: (206) 362-7227 Fax: (206) 362-0118 Email: matt@joesimmons.com GENERAL CONTRACTOR INFORMATION Company Name: Joseph S. Simmons Construction, Inc Address: PO Box 27089 Cif: Seattle State: WA Zip: 98165 Phone: (206) 362-7227 Fax: (206) 362-0118 Contr Reg No.: JOSEPSS153JD Exp Date: 04/12/2013 Tukwila Business License No.: BUS -0992979 H:kApplications\Forms-Applications On Line12011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh New Tenant: ❑ Yes m ..No ARCRITECT OF RECORD Company Name: Shulter Consulting Engineers, Inc Engineer Name: John Headland Company Name: City: Bellevue State: WA Zip: 98005 Phone: (425) 450-4075 Fax: (425) 450-4076 Architect Name: Address: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Company Name: Shulter Consulting Engineers, Inc Engineer Name: John Headland Address: 12503 Bel -Red Rd, Suite 100 City: Bellevue State: WA Zip: 98005 Phone: (425) 450-4075 Fax: (425) 450-4076 Email: johnh@shutler.com LENDER/BOND'ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: 3--bS cs Pl i- SSMM O,uS Co 1n5 0 Address: f 0 0 ox -2,-7,0 0 City: Sep State: Zip: 9 si((5 Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 35,000 Existing Building Valuation: $ 2,500,000 Describe the scope of work (please provide detailed information): Cut and remove concrete at concrete panel and install 5'x6' window. Demo accordion door and frame office walls to grid per plan. Install acoustical ceiling tile and grid in conference room. Cut and remove concrete at interior concrete wall at conference room and install 3'x7' man door. Electrical and mechanical under separate permits. Will there be new rack storage? ❑ Yes m.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ® Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes PI 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 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \ 201 I Applications\Permit Application Revised - 0-9-11.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC l' Floor 14,431 700 0 0 III -N B-2 2nd Floor 3rd Floor Floors thru Basement Accessory Structure' Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ® Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes PI 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 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \ 201 I Applications\Permit Application Revised - 0-9-11.docx Revised: August 2011 bh Page 2 of 4 • • PERMIT APPLICATION NOTES — 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. 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). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OW R OR AUTHORIZED AGENT: Signature: MTs Date: 02/25/2013 Print Name: Matt Sinkula Day Telephone: (206) 362-7227 Mailing Address: PO Box 27089 H:UpplicationsEorma-Applications On Line 120I 1 Apphcatrons\Pernut Application Revised - 8-9-11.docx Revised: August 2011 bh Seattle WA 98165 City State Zip Page 4 of 4 • 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.TukwilaWA.gov Parcel No.: 7888900150 Address: 18251 CASCADE AV S TUKW Suite No: Applicant: INNOVASIAN CUISINE RECEIPT Permit Number: D13-064 Status: PENDING Applied Date: 02/26/2013 Issue Date: Receipt No.: R13-01107 Initials: WER User ID: 1655 Payment Amount: $738.15 Payment Date: 03/21/2013 01:53 PM Balance: $0.00 Payee: JOSEPH SIMMONS CONSTRUCTION INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 34194 738.15 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES STATE BUILDING SURCHARGE 000.322.100 733.65 640.237.114 4.50 Total: $738.15 .Inn• D.nninl_11R Prin}arl• f13_91_9M3 • CCity of Tukwila 1 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov Parcel No.: 7888900150 Address: 18251 CASCADE AV S TUKW Suite No: Applicant: INNOVATIONS CUISINE RECEIPT Permit Number: 1)13-064 Status: PENDING Applied Date: 02/26/2013 Issue Date: Receipt No.: R13-00899 Payment Amount: $476.87 Initials: BLH Payment Date: 02/26/2013 09:47 AM User ID: ADMIN Balance: $738.15 Payee: JOSEPH S. SIMMONS CONSTRUCTION INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 34147 476.87 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 476.87 Total: $476.87 Drinfnd• !10_oQ9fl1 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 pi GL) Project: ,s.4000.)419A 0.Uts1N1.EP Type of Infection: I—s '- A 1 Address: 18251 OA9-Ps 4uC., Date Called: Special Instructions: Date�• nted: 4 : 06— t - a.m. #1C -... Requester: Phone No: ©Approved per applicable codes. Corrections required prior to approval. COMMENTS: or: &J(1 REI SPECTION FEE R QUIRED. Prior to i.ext inspection, fee must be d at 6300 Southcent r Blvd.. Suite 100. Call to schedule reinspection. 3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 I_,_ (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Pro'e�ct,:- J__ N l�JC)V-A S I A l\l Y1.1‘.... Type of Inspection: I tJrc., 1-5 IJ A L. Address: 1 e .5I Cin, P. ACS Date Called: - - Special Instructions: Date Wanted:..) — I (0 1-3 p.m. Requester: Phone No: 253- Gy. --a769. proved per applicable codes. Corrections required prior to approval. COMMENTS: r' e f -4 C \ -110 AA I ns p�ctor: Date:/ INSPECTION FEE R 'WIRED. Prior t 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 EL (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: • . riq Kb Viter.14 IJ 0111SIt3C Type of Inspection: - ' lISPFtJOit Ce-‘L'ie36 Address: \A2-51 0 AS6 4,01 Date Called: G-(' , Special Instructions: Date Wanted:. i-1-1'2_ 1� p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: i, } t 1 / �L ..Yie 0L 1 1 t ,..i — t t�/�� a r. 60 ti., S. ke 1 „ a -he . e °lA , J C.LA A s_ ;,..► 4if /6\%f CSto r:: Date: fr y ' . „-, " q� 4/ / Z.. - I z., JEINSPECTION FEE R QUIRED. Prig to next inspection. fee must be aid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD t ' t Retain a copy with permit D /3-061 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 -1z.(206) 431-3670 . Permit Inspection Request Line (206) 431-2451 Project: f AjA/durhS. /k1�/ Typep f Inspection: rir,drA A b Addres,2,S 0 Wr n L � �I�',"� Date Called: Special Instructions: ../. Date Wante •••• .•� / --ZIT. p.m. Requester: Phone ---e-f4s-.-'L t ,A ©Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: 7y Date: f� l l REINSPECTION FEE REQUIREDAPrior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 013- o6' r3- s- oGi PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: 3 -NN 0 VicS14110 cui 5►p€ Type of Inspection: t S P T f .C,iv Address:) -s a S- i Suite #: cq.sc,g.c)-e_._ ,4r,�.e Contact Person: Special Instructions: ". Phone No.: pproved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Sprinklers: Fire Alarm: Hood & Duct: .y -pot- , N 0 i A S 0 rA C -e. (Nae- to 7 ) s T,,M L Permits: :Occupancy Type: se ..,_ 0K, `'s i -e <ci to A- L --- 0 (<- L Needs Shift Inspection: ` Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: :Occupancy Type: Inspector: 1I(/crlc c9— Date: q/'/� 7 Hrs.: � yl' $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: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 April 24, 2013 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing 6747 M. L. King Way South, Seattle, Washington 98118-3216 USA Tel: (206) 725-4600 • Toll Free: (888) OTTO-4-US • Fax: (206) 723-2221 WBE W2F5913684 • WABO Registered Agency • Website: www.ottorosenau.com RECEIVED MAY 212013 City of Tukwila Building Department , ; , 6300 Southcenter Blvd, Suite 100 Tukwila, Washington 98188-2544 ,, u.i .141 Project: Innovasian Cuisine Address: 18251 Cascade Ave S, Suite B, Tukwila FINAL REPORT G V' Permit Numb Job Number: 13-0156 We state that the work requiring special inspection was, to the best of our knowledge, in conformance with the approved plans and specifications and the applicable workmanship provision of the building code. Our knowledge is limited to our reports. All typewritten reports have been mailed to your office or are enclosed. All reports appear to be complete. This report should not be considered as a warranty for conditions and/or details of the building. Items inspected are: 1. Epoxy grouting Sincerely, OTTO ROSENAU & ASSOCIATES, INC. .500an -111 Susan -Rosenau-Moser- - Vice President Email c: Joseph Simmons Construction OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Apia 15 2°3 PROPRIETARY ANCHOR MECHANICAL INSPECTION REPORT 00,,f,04% o�v°`' Report Number: 248295 Permit Number: D13-064 Job Number: 13-0156 Project: Innovasian Cuisine Client: Joseph S Simmons Construction, Inc Address: 18251 Cascade Ave S, Ste B, Tukwila Address: PO Box 27089, Seattle Inspector: Stephen Ramos Date: 3/25/2013 Description/Location: (2) New HSS strong backs for new window opening, as per Shutler Engineer's email, approving the use of Titen HD anchors in lieu of Simpson Strong Bolts. (2 bolts) Intended Use: Wall Anchors Building Code & Year: IBC 2009 Comments *Note: at west strongback, the top (2) anchors were not installed contractor to schedule inspection when ready. Reference Standard(s) Used: Copies to: X Client Engineer Owner Contractor Architect X Building Dept. Others Technical Responsibility: Conforms Does Not Conform Je 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 -87-01 (Rev 7/09) Anchor Size & Quantity: %" (18) Anchor Type: ■ Expansion ►:1 Screw ■ Sleeve 1 Drop In ESR Number: 2713 Anchor Manufacturer: Simpson Titen HD Hole Diameter: '/" Hole Depth: 4" Required Embedment: 2'h" - 3' " Anchor Length: 4" Concrete Thickness: Concrete Strength: Base Material: 1 Normal Weight Concrete ■ Light Weight Concrete ■ CMU ■ Brick ■ Composite Deck Hole Cleaning: 0 Compressed Air ■ Hand Pump • Other: ORA Torque Wrench ID: Torque: ft -lbs Drill Bit (ANSI B212.15): @ Yes 1 No Weather: Indoors Ambient Temperature: Comments *Note: at west strongback, the top (2) anchors were not installed contractor to schedule inspection when ready. Reference Standard(s) Used: Copies to: X Client Engineer Owner Contractor Architect X Building Dept. Others Technical Responsibility: Conforms Does Not Conform Je 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 -87-01 (Rev 7/09) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing -'VED APR 15 2013 PROPRIETARY ANCHOR MECHANICAL INSPECTION REPORT Job Number: 13-0156 DEVELOPMEN f Report Number: 121279 Permit Number: D13-064 Project: Innovasian Cuisine Client: Joseph S Simmons Construction, Inc Address: 18251 Cascade Ave S, Ste B, Tukwila Address: PO Box 27089, Seattle Inspector: Chris Pratt Date: 3/27/2013 Description/Location: 2 HSS tube steel strongback anchor bolt connections at top. Per email on 3-25, Simpson Strong Bolts 2 by 1/2" diameter by 3.125" replaced 3W long bolts. Work was done per A/SKS-5. Intended Use: Anchor bolts Building Code & Year: Reference Standard(s) Used: Copies to: X Client Engineer Owner Contractor Architect X Building Dept. Others omments Conforms X Does Not Conform Technical Responsibility: til 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 -87-01 (Rev 7/09) Anchor Size & Quantity: 2'/2" diameter Anchor Type: • Expansion ■ Screw • Sleeve ■ Drop In ESR Number: Anchor Manufacturer: Simpson Strong Bolts Hole Diameter: 9/10" Hole Depth: 3.75" Required Embedment: 3.125" Anchor Length: 5" Concrete Thickness: 8" Concrete Strength: n/a Base Material: ■ Normal Weight Concrete 1 Light Weight Concrete 1 CMU ■ Brick ■ Composite Deck Hole Cleaning: ■ Compressed Air ■ Hand Pump • Other: ORA Torque Wrench ID: 6055 Torque: 60 ft -lbs Drill Bit (ANSI B212.15): • Yes ■ No Weather: Indoors Ambient Temperature: Reference Standard(s) Used: Copies to: X Client Engineer Owner Contractor Architect X Building Dept. Others omments Conforms X Does Not Conform Technical Responsibility: til 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 -87-01 (Rev 7/09) gREvigkinp AS :- D. REVISE uD.COUBLIki (� ease Rae . D CURNiplAs comalp Corradtona at continents made on the shop drawings during this review do not relieve coniractur from min -offence with requirements of the drawings- and epscifieations. This check is only for review of .gerterai epnfir rftaflt f -wl h the design concept of the project and general compliance with 4:11a information given in the Contract dxumente. The contractor is responsible for • confirrr ig and cprreiating ati quantities and -dimensions, selecting Iabrication processes and techniques of constructionCoordinating his work with that of all other trades: and 'performing reit wori!r I: ai' lfj For Information satinfactory manna+ . SM E9 ONS LILTING ENGIN ©ATF :%VIOL Arca/System Surf To: S'AU 4-iir Address: t! ^ tai .i ATTN: Salk" - 14e-c9(irk�,.4 Return Submittal by: Subject: e("44.-tAAA AA,of JOSEPH Se JOSEPH CO/VSiB3tPCTIOlV OIC. Date: 3(° /( 3 From: Mgr J t\4c tit REVIEWED FOR ;QODE COMPLIANCE is APPROVED MAR 2 0 2013 City of Tukwila BUILDING DIVISION Description/Request: algin, s I( ti r� =r si Vetfoit.. RA414. sib,. vuAtft... ll of ^: .AFD $rel..) 3 4 Attachedacferenced/Supporting Documentation: CORRECTION LTR# � ..�. &,,,Y lir t0 S . 6rJ) DI2v--nt°14 3223 NE 12517-1 STREET P 0. BOX 27089 SEATTLE, WA 98165 (206) 362-7227 FAX (206) 362-0118 • JOSEPSS 153 JD RCCEIVED CITY OF TUKWILA MAR 13 2013 PERMIT CENTER c,o,(Z, E urz.o Leu 11= �,9. 10413 i3 NWO 4<.bA-NS &VITz &'E .57b -EL S&p' Fabricators 72` PRoJEcTIf MOW 70 /TO Int -L.4 STIMAT 17 ZS I C -5c.. A-ve -T , (At4 ATE_ SHT,1-0F1- W L J J(, 'T0 (5E bakE ey i REVIEWED FOR BODE COMPLIANCI APPROVED City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 13 2013 RMIT CENTER core‘ Lv#r S 2 • 3,530 Rainier Ave. S. 0 fie, WA 98144 (206) 723-1997 M tt Sinkula Frpm: Sent To: Subject: John Headland Ujohnh@shutler.com] Tuesday, March 12, 2013 4:31 PM matt@joesimmons.com Re: Innovasians - Building Corrections Matt, 1. You just need to ensure that a WABO certified welder did the work. 2. The Simpson Titen HD screw anchors are per ICC report #ESR -2713. Continuous special inspection is required -for all post installed anchors in concrete. ' John Headland, PE prU ROSEspry t At -40c— TO P6R.POQM ANcs4 J SNS�cX IDi Shutler Consulting Enineers 04.:0_0(0) 725%-1460) 425-450-4075 uaii,62C5 / (1-01/ »> Matt Sinkula <mattaloesimmons. com> 03/12/13 4:14 PM »> (see`ii^A "y�Sre d4-, John - thank you for clearing up the heights with Corey for the strongbacks. -I received the permit review comments from Tukwila.on Innovasians. I left a message with the plans reviewer and he won't be back until the morning. Matt Sinkula From: Sent: To: Subject: Matt, It is structurally acceptable to use Titen HD screw anchors in place of th6 Strongbolts to attach the strongback to the concrete wall. John Headland [johnh@shutler.com] Tuesday, March 12, 2013 8:14 AM matt@joesimmons.com RE: Innovasions - steel shops - revised base plate John Headland, PE Shutler Consulting Engineers 425-450-4075 REVIEWED FOR CODE COMPLI/#NCE simpPROVE0 MAR 2 0 2013 City of Tukwila BUILDING DIVISION >» Matt Sinkula <matt(&ioesimmons.com> 03/12/13 7:51 AM »> John - For innovasions strong back, in place of the " simpson strong bolt" at the concrete wall anchoring, would it be acceptable to use Titan HD screws (4"). We would then be using the Titan HD at all anchoring locations. RECEIVED CITY OF TUKWILA MAR 13 2013 Matt Sinkula Joseph 5. Simmons Construction, Inc. P: 206.362.7227 C: 206.678.7875 PERMIT CENTER .i�w 404140 .1k -vv% 2-4 I p .3.f3 dam® 111MK' Ill >®® SHUTLER CONSULTING ENGINEERS, Inc. 12503 Bel -Red Road, Suite 100 Bellevue, Washington 98005 (425) 450-4075 FAX (425) 450-4076 JOB Inovasians Cuisine SHEET NO. COVER CALCULATED BY jch CHECKED BY SCALE JOB NUMBER 09-01.39 OF DATE 2/25/2013 DATE STRUCTURAL CALCULATIONS FOR: NEW OPENINGS IN CONCRETE WALLS -- INNOVASIANS CUISINE 18251 CASCADE AVE. SOUTH TUKWILA, WASHINGTON PROPOSED BY: SIMMONS CONSTRUCTION 3223 N.E. 125TH PLACE SEATTLE, WA 98125 (206) 362-7227 DESIGN CRITERIA: CODE ROOF LIVE LOAD WIND LOAD SEISMIC ZONE FILE COPY kin INTERNATIONAL BUILDING CODE, 2009 EDITION 25 PSF SNOW LOAD, Is=1.0 85 MPH ZONE, EXPOSURE "B", Iw=1.0 SITE CLASS 'D', Sds=0.926, Sd1=0.482, Ie=1.0 ALLOWABLE SOIL BEARING ASSUMED TO BE 1500 PSF. REVIEWED FOR CODE COMPLI6INCE APPROVED MAR 2 0 2013 City of Tukwila BUILDING DIVISION cm, OOF� uq FEB 2 6.2013 pEAMIT CEWTEp P112-0(14 AEI M _ SHUTLER ®1111Ell CONSULTING IMF ®® ENGINEERS Inc. 12503 Bel—Red Road, Suite 100 Bellevue, Washington 98005 (425)450-4075 FAX: (425)450-4076 NOTES: EXISTING CONCRETE, f'c=3000psi EXISTING REBAR, fy=60,000psi 20'-0" NEW HSS4x4)016 STRONGBACK JOB INNOVASIANS CUISINE Tukwila, Washington SHEET NO SKS-3 OF CALCULATED BY JH SCALE 1 /8"=1 '-0" 19,-0" DATE 2-25-13 Job No. 09-01.39 3'-0" DOOR OPNG. DO NOT OVERCUT CORNERS PARTIAL EXISTING P.C. WALL ELEVATION (5'h" THICK PANELS w/3/4" REVEAL) Ail ®• ! 11 SHUTLER ® a{ !' ' " i! ! CONSULTING Mil MEM ! ! ENGINEERS Inc. 12503 Bel—Red Road, Suite 100 Bellevue, Washington 98005 (425)450-4075 FAX: (425)450-4076 JOB INNOVASIANS CUISINE Tukwila, Washington SHEET NO SKS-4 OF CALCULATED BY JH SCALE 1 /8"=1 '—O" NOTES: EXISTING CONCRETE, f'c=3000psi EXISTING REBAR, fy=60,000psi EXISTING CONC. SLAB 2 SAWCUT OPNG Immo NEW 3=4 ", [14'-3"] 4,0 0'-0" 2'-0" • DATE 2-25-13 Job No. 09-01.39 DO NOT OVERCUT CORNERS PARTIAL EXISTING INTERIOR P.C. WALL ELEVATION (5'h" THICK PANELS w/3/4" REVEAL) SHUTLER ® CONSULTING ENGINEERS Inc. n®® 12503 Bel -Red Road, Suite 100 Bellevue, Washington 98005 (425)450-4075 FAX: (425)450-4076 EXISTING P.C. PANEL EXISTING ROOF TRUSS EXISTING 4x10 LEDGER 3/16 CAP f?.. STRONGBACK. PER ELEV. 43x3x3�6xO'-3" w/Y"o SIMPSON STRONGBOLT 2 (EMBED 3X") Joe INNOVASIANS CUISINE Tukwila, Washington SHEET NO SKS-5 OF CALCULATED BY JH SCALE 3/4"=1'-0" DATE 2-25-13 Job No. 09-01.39 3A6 -SAWCUT EDGE 1Y" 2 4116 I X7x0'-10) " w/2 -Y2" b SIMPSON STRONGBOLT 2 (EMBED 2X") 111111111111111111. EXISTING CONC. SLAB -111—ir SECTION A/SKS--5 3 SIDES MEM MEM Ink III ow mini SHUTLER CONSULTING ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450-4076 JOB SHEET NO. CALCULATED BY DATE SCALE OF ®MI MIMI� SHUTLER CONSULTING ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450-4076 JOB 67--0 01/14-'i4A,' SHEET NO. CALCULATED BY DATE OF !_ C�►�Uh� it (�Q6c 1 1 O`t0IO 10, fa4... I 4.1i li I 111 I -i ---'----i----- ; I ---1 ___ -- 1 ILJ,AV ----r- 1 l di /PO{ 1 7 _ -. _ --I- i r b iz , I 1 f ;— ----- —1— _ — r_ -- --� i i i 1 1 I i _-.-- 1 --1 , I ; - 1 ;_ 1 �/U 4 I I i I-- -�/I- _ I ! 1 - -._ i !I _ . r �1_-�— _ " Pi ltd—.li _ �_ i j T_ L I1 I iI f 1 I II I I —L_._ — — I — % 1,_ i i 1 F I I I I I j I j L ! � - I ' I I --I- L i I • I j #— I I I , 1 i ! i I iYl....«t:..t5 %..{..91:.4J!_ 1 J.t'4!? :._%9;1 i t •a' L.I'v. i Job Structural i. Engineer + no. 12503 Bel -Red R 3, ati , ..'.••.li tEe 100 of Bellevue, ue, Wa h1.rigi:olt .:_ 5 Calculated by p* ** TILT 1I, WALL LESION . *ION *.ij' (Considering r•j;;-pg P -•Delta effects per Section 14.8 of "`H.i. 31.8...0 Tilt- wall design program, version 1.0, latest revision 2-15...411 k esi J(1'!.7.iYr F J, cl-e='i k i'1 tri existing window_ ¢i *: i* ALLOWABLE 8 r fE =SE8 fit t a.*r IG4 CRITERIA 0 ,. fc of concrete . 300).00 psi Ey of stt;'el w t 0000.00 R41 Basic wind speed 85 NPH Zone of building (zone 4 _= typ. wall, zcne ', corner 4 - Wind exposure catagory ( `'; IC or D ) ...-_-•, Lalrrda based co a mean y : _f height 30.00 fret Net design wind pressure based on a cal.c. 1_r:'tb area - 109.62 rii ft. JWind importance factor -- 1.01 !?find load ( p = L::rtrvJia * IW :' 4' net :rt) - 12..20 psf. (p= 1.00*i00* 1220) Seismic importance ttlnce !actor - 1.00 Site class 1i Wp (A:�r-8, C, 8, or E) '.r ._ }j "w �^ i 15th load, F'y Fp ' .4 R : is :. 1 * id{p 51. 0.(min) = ;r5.4 .. f . -r p- Ea - 11.(.) S_ = 1 ?`' EMs _= 1. ,91 ;iis 0.93 E::v==0,. * Sds*ip*1? _. 0.19D Maximum allowed overstress . 0.00 0.(y) % wail thickness for weight calculations = 5.50 inches 17 thickness for design ca1cu1- lic s 4.75 inches ravalet !eight, .height of Mill above roof. 0.00 feet Desi n height, distance betin4t:t'i i 'floor and rco f .c .J { , tr 1 �Efeet Fixity ccEfficierrk - 1.00 Tributary width for design loads 7.83 feet 11�,ii.forin dead load ad on design sectico 30y0.{00 #a# . ft. 1. ri rl5iri} . live load co design `section _ - C00. V.=0 !j ft Concentrated dead load co design section 0.00 lbs. Concentrated 13V" load on design section 0,00 lbs. Additional wt. applied fr> wall. ( :Le. Stucco. ) 0:01 psf Eccentricity, dist from center of wall to. load . 4.50 :tache -.- Depth Depth iso centroid of steel "_ 2.37 nclie"s ✓ Weight of wall 68.75 oaf.. Wight of wall ll on design section ' � x.. 768 .19 lbs. :�. Total design load on design section -= 10032.19 !.tis. Steel ratio t 7:: / ( b +i. d i j 0.1.105::+ Modulusdof rupture (2.5 * ' ! i '`."51j ... 410.79 psis, Modulus of ela ;;ir':1i . Y Concrete err+ 1 :5122.02 i:si. n Es / Er 9::29 Cracking Moment 98.86 in. -k Delta 1 ra i; ,3 0.16 in.':l **************1 DESIGN E11114(f *: ''.R^,***k;*:+****j Jitimate lead capacity i y has been met for all load cases, ( Vh < Phi * No ? . 3erviC0 load deflection i=less than design ht./15'; - 1.12 ; .for all casas. l:t is tension contrL ed for i1..1 load cases, s111fi?.in.Uii "1111 strain is 0,013:W. •:! irTLiaTS axial stress ( 44.75 psi. ) is less than .06 *: f'c = 11$5.00 psi. Phi Nn is greater than ij cracked for alt cases. 5 ,06414 (a) COO g,J,5 v.' IPS12:1 <t° 6/2/e CZWILTING E14314116 ?!.r'!_(ctur"{"+•i Engineers. . 7 ,LL:.C4: �.• :.: t.v.. j "'S,;r;?,j Road, Suite i•i_p Bellevue, aWashington 98005 5 (42 5) 450-4075 • Calculated by . Description UI_ check with .f!t.f t;!.Ll},-fow Page 2 Results show are for 64.00 inch. wide' s rtion. CAT I -A U i.4D 41 Roof (fl 7 i"'*e -- No f` '_>;`eflectitn. ) Service I,_fl. = N.A.in. Pb _. 14.R in -!k : Ultimate I fl. = N.A. in. f'h:L * rh = 102.16 inr-'r•: CAGE 1-B U = 1..4D @ Mid --ht. (f' =_4i *e -! F :i :ri'lect.ion.) r + r Service 541. = 0.01 in. , 1 ::: 10.65 i : Ul tiftate 1'(: i 1. 0.38 in. Phi = 111.86 i. + !=.!�. * Mn it:++ -r.: , LA 3E II -A U=( 1.2D + 1.£Y + 0 5(Lr or S) ) @ Rif (MP*e -- It P*Deltsa.) , Service refl. = N.A. in. Mu ..- 21.49 i.n-4:. Ultimate )i :tl.= N.A. in. Phi * f -! = 104.91 in -a••.. Service D?efl. = 0.02 in. Mu =16.01 irr-f-:. Ultimate Defl.= 0.57 in. Phi. * Mh " 113.23 ir!- :: CASE III U=1.2D+1.6(Lr-or6)+0, ,i Service Defh. = 0.06 in. Ultimate Defl.= 2.07 in. Mu = 79..1.6 in -k Ph.i. * Mr. 20.99 in -k fraIV U = 1.2D+LOA +fiL+r}5(r•�or'S) _ Service .Dell::: = 0.06 in. Mu 82.95 in -k Ultimate Dfl..- 2.94 in. Phi * Mh = 113.20 in -k 13:v lJ 1.2D 1.OE+fi*L+ 2*S (f:'=0:) Service De, ? . = 0.07 in. Mb = 100.67 in -k Ultimate l • i __ Y'ti in. r'i+.. * 113.12 in -k UGE VI {1 = 0.9D + 1. 0.4 t'1c Live f_.o,:!=i,_ Service . Defl. sl 06 in. Mu -- 62.42 Ultimate ! ; - 2.32 in. Phi * Mn 1(6.25 in 4:. ._r c EE VII iu = 0.9D -- 1.0E Na Live Service Dell. = 0.08 in. Mu 74.69 in 4. 'Ultimate Defl.= 2.81 in. Phi * Mn 104.16 in --4,. - MINI ill= -Mr MIMEI1 SHUTLER CONSULTING ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450-4076 JOB SHEET NO. -5 CALCULATED BY dal DATE OF SCALE p.ifflIP t....4'a(:UL. t ... NG .1"G1.r ;..E 1 r.. 1_.... Structural Engineers Sheet !o. 12503 ie -{ed Road, Suite 100 of ,.: ,(i!.d.;3 it i.l:a,..l l;.i.,t_.!1..1!i 96005 C.alculated , Affair:: i 4'..'.."..)-402.5 •t i::.•, : �: � r. Date_____ •� +, : t :..:.a} is ._"`Y.'.: t ate (r.::�;:°%.?.y;.i..rf .•i (Considering ns i_"g _.;,ltceffects per Section iilil .",» C1 ACI 318-05) Tilt- wall i,l!c:!Ctii'eIlm} ^_-i{i 1.0, latfti Y.i:sti?7-45-10 ..:?.,.:!'11`1.,:.IT.ito rai`tEl i lh i!£:#l! r{!ttr.. ***** 4L1.(. _BLr ,-ilrZr.:.:...¢..b AND 1E;:3BA-4 LR.iit:.rilyi n*.7w.ii, f'!:: of concrete "_ 3001.00 psi rj Ltf; steel :: 6.000,,00 psi Basic Zone of building (zone 4 = t;'r'tu wall, zone 5 = rornPr 4 Wind exposure ratagi �i p. ( 1:%. l: or 7t ) }{ Londa based CID :x !i'r c'+r1 t?:'of height ••- :0)_00 i•i Pt Net design wind pressure based on a cede. tr b area = 80.80 sq ft,. Wind importance factor .._ 1.00 Wind load ( p = Lamd t * iw * P net 30 ) 12.70 psf. (p.:: 1.00 * 1.002'-'12.71:)) Seismic importance tance ac_t.+r :: 1.00 Site cla :s (A, B, C , t), or E" , Seismic load I .4 * Sds * ip + i=.Rp 0.1. {tiff rt _. 25 Fa = 1.00, Ss = 139%, SE = 1. 3 , _a1s = 0.73 I'mv 0i..c2*Eis*ip*0 = 0.19D Maximum alloged overstress - 0.000 % Miall thid•.rres:.• for `eight -al.i! llticd-t; C .50 inches 11 thickness for design calculations 4.75 inches Parapet height, height of wall above roof. 0.00 feet Design teight , distance be twrien floor and roof. 14,25 feet Fixity coefficient 1.00 l design :., d� 5 -7 feet TributaryTributarywidthifdesigndesigloadsC15 - +. Uniform dead load on design section - 360.00 ?l / ft. t41iform live load LIr design section .- 60:).00 # / ft. Concentrated dead load ab•, design section = 0.00 lbs. I.: ncentrated live lced for d :.sdgn section -• 0.00 lbs, Additional wt. applied to wall. ( ie. Stucco. ) 0.00 psf. El::centricity, dist fan center of Wall to load 4.5inches Depth to centroid t+! steel 2 _ Depth t..,7 inches Weight of wall 6;.75 psf. I. fight. of wall C4 design section - 2777.41 Els. Total design load on design section 8220.61 lbs. Steel ratio t A; : (*J1 _ 0.0053 3 htdulus of rupture (7.5 * (f i `. ss)) 410.79 psi. t. IItlgs of elasticity ! Concrete t 1.... ;,� 3122.02 ksi. n - E r. E.C. 9.29 Cracking 1"A 0211'.9" 1st 74.15 7.ri a "l•' Delta Cracked 0.17 in.r,4 WO 4111 d = 0.31 t:3014.04"413 l I310H 9_1111=R'f **********M** f"* Ultimate load capacity has been tet for all led cases, (Mu •': Phi * ro ). Service load deflection is. less. than design ht./155 = 1.14 in. for all races. is tension Contro ed for all load cases, minimum steel strain is 0.01266. nXirf$.tm axial stress ( 49.3 psi. ) is less than .06 * f'c = 160.00 12h:k +4i is greater then r cracked for all CASES. EjJi1..1}X.1•'.E?_._Tlih EI,EINEERS ,_.t nn i:?:iigan: Structural Engineers ShEet c 12503 Bel -Red Road, Suite 100 of .. Bellevue, u..., hi ng t,_h 98005 Calculated 450-4075 Date 4 Description_ !N door 2 Number i'iber 4Bars 1 Results : sh><S'•.in are for 48.00 C) :i.nch•(&iile section. i f ,.:CASE I-,•1 U -'• 1.4D 0 fic� � f ( M i = 1=l:rs __...: No i •r.1.et .1.k t. t '.C}!'1,: j I Service l efl. = N.A. in. tr. 2A Ultimate De'fl.. N.A. in. Phi . 1h ._ 77.34 in -k i C!-Fr.� I"_' ^•• .L . •}..? i•_ Mid -ht. ! .r . 5*!_ *e '$• P*.i.x-' S lF=t_ ta.l.h . 1 • { Service D }'f 1. . 001 in. Mu 9.6 in+ t Ultimate refl.= 0.47 in. 1='1'u * - 84,45' itt--b:. CA" II -•('a i.=( 1..211 + I.!'L. + 0.5((L.r or t)) 0 Roof 01.14e -- No4r '►_ta.)t `#eroice Deal. = N.A. i.n. ._ 18.60 in -'k Ultiir to D t1..: N., f!. in.. Phi *r M�t 9! ••- 7T 73 in --C. PACE I1 -B 11= 1..2D'-t„f1:_+C)°i1! t� ._ , . (_. Cr S) 17iit, ht. (Ck .,.i*f'*e -s. fi�'L';�ltn.) , Service Defl. 0.03 in. Mu , 11.65 ,y 1r.�1 ' Ultimate Defl.= 0.71 in. Phi 4: Mn .... 85.83 in-!•:. CASE III U = 1.2D + 1.6(l..r- or S) 4 0.8W r Service Defl. = 0.06 in. Mur;.._ 7�: inr-1r; Ulta.iirate Detl. 3.34 { in. Phi A Mn -- 92.57 in -k i GAFF IV tJ= 1.2D i er•1a + 'flL 0.5(Lr't r- 8) 1 � ; Service De'Il. 0.0rt in. Mu 69.68 T ultimate Defl.. .38 in. - 85 8 i''hi. � t•o, n 1.ClJ in -•k Service MI. .... 0.08 in MU W.66i. lint;=rat,? Ir. l.'-' 3.92 in. Pini z Pin = 85.59 in -k + I, .f I. VI U. , 0.i}f , :4 No Lill Load..:. Service DDefl. = ii yj(:r in. PAA _ 50.36 .,... Ultimate Def) .= 2.57 in. Phi. * Mn = 613.07 in k CPEE: VII U - 0.91) - 1.0E !`4: Live Load. Eervice D f1 . 0.08in. Mu_ 57.53 Ultimate Deft.;- 2.98 in. Phi :rP�! :8.43 in...1, _ Conterminous 48 States 2009 International Building Code Latitude = 47.44 Longitude = -122.25 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05 deg grid spacing Period Sa (sec) (g) 0.2 1.389 (Ss, Site Class B) 1.0 0.475 (S1, Site Class B) Conterminous 48 States 2009 International Building Code Latitude = 47.44 Longitude = -122.25 Spectral Response Accelerations SMs and SM1 SMs = Fa x Ss and SM1 = Fv x S1 Site Class D - Fa = 1.0 ,Fv = 1.525 Period Sa (sec) (g) 0.2 1.389 (SMs, Site Class D) 1.0 0.724 (SM1, Site Class D) Conterminous 48 States 2009 International Building Code Latitude =47.44 Longitude = -122.25 Design Spectral Response. Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1.= 2/3 x SM1 Site Class D - Fa = 1.0 ,Fv = 1.525 Period Sa (sec) (g) 0.2 0.926 (SDs, Site Class D) 1.0 0.482 (SD1, Site Class D) Address 18251 Cascade Ave S maps Tukwila, WA 98188 Mizkier LI;.1.1rw. (.11 e. eqi,ar Itilar,d Cr. Rit,931 • P47: 1127.: ! g-125Z.31-f-cascade+ave.+south,+tulcwila... Notes Latitude 47.44 Longitude -122.25 fill , !, 1 --,,,- •••„, 4;—_--., ) L -.-J i/ $-,.... . ' tz0 ©20!i Google _ ri S 1901h St 11, . ; ; • i . .1 r.4111•St 2.-C (dila $W,4 3rd. SC; ' out • I ! 1: I. ( I 1 F; 2r10. " j. t} 1 1 3 41 If • . 3 1J2nd :-.: . ,i. t 4.1 • , ..z. 'i, 1E4 c• :ti li—cs 113401. t 1 0 70 , . '" • , 11, • -0 ' II , . ' ' 1 /? ' • ! I 5 158thSt - , . <1 '" iic ' - S 188th St' ''_--------i --' --2''''''; -I . ''':•-1, ,fil \ ..;:i.,:t-'; S ..1;.-4,)01 St...--...;.....; ori t i . ,:r 1 ) ,,,t,i;i:.,,, , ,.. --: N. :si..7 ...'n...L.'• .. i. i„......" • ' - s 1r. -3rd St 7, , • ::! .„ /' • . r 4'1 ---..._..- I 9/R/91111 • c DitA ��IILAW City of Tukwila March 12, 2013 Matt Sinkula PO BOX 27089 Seattle, WA 98165 Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RE: Correction Letter #1 Development Permit Application Number D13-064 Innovasians Cuisine —18251 Cascade Av S, Ste B Dear Mr. Sinkula, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 433-7163 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) 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, I can be reached at (206) 431-3670. Sincerely, rshall ician File No. D13-064 W:IPermit CenterlCorrection Letters120131D13-064 Correction Letter #1.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Building Division Review Memo Project Name: Innovations Cuisine Permit #: D13-064 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) Structural Drawings and structural calculations sheets by a registered engineer shall have a current signed stamp -seal. Architectural design sheets and documents by a registered architect shall also have a current signed stamp -seal. 1. Provide reference with structural steel notes on engineered plans: "structural steel welding/fabrication shall be done by WABO certified welders" 2. Provide specific information about the type of bolts in reference to ICC ESR reports and specify the special inspection requirements for bolting and specify if or what special inspections that may be required for steel fabrication. (IBC Chapter 17 & 1707.2) Should there be questions concerning the above requirements, contact the Building Division at 206-431-3670. No further comments at this time. • PLAN REVIEW CHECKLIST - (Nonstructural) Permit App. P/J riIy By: IBC Edition er & State Amend. Date: Project titleQllrr0Uo4I'/a'e +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Classify the building or portion thereof in accordance with Chapter 3 Determine the type of construction of the building in accordance with Chapter 6. Determine if the location of building on the site and clearances to property lines and other buildings on the site plan are in accordance with code provisions. Review for conformity with General building height and area limitations in accordance with Chapter 5. Review for conformity with special detailed requirements based on use and Occupancy. 7131 Review for conformity with Type of Construction requirements of Chapter 6. Review for conformity with Fire and Smoke protection features of Chapter 7. 1C3 Review for conformity with requirements of interior finishes of Chapter 8. Review for conformity with requirements for fire protection systems of Chapter 9. 0-----'11e'view for conformity with requirements for means of egress requirements of Chapter 10 --Review for conformity with requirements of accessibility in accordance with Chapter 11, and ICC A117.1 Review for conformity with Washington State Energy Code. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ✓ In circle = topic has been reviewed for the application. X In circle = topic is not relevant to proposed scope of work. r PERMIT COORD COPS PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-064 DATE: 03/13/13 PROJECT NAME: INNOVASIAN CUISINE SITE ADDRESS: 18251 CASCADE AV S, STE B Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: Building Division Public Works Fire Prevention Structural Planning Division ❑ ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ DUE DATE: 03/14/13 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping ❑ PW 0 Staff Initials: TUES/THURS ROUTING: Please Route 4 REVIEWER'S INITIALS: DATE: Structural Review Required ❑ No further Review Required ❑ APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 04/11/13 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: •ERMIT COORD CAMlr PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-064 DATE: 02/26/13 PROJECT NAME: INNOVASIONS CUISINE SITE ADDRESS: 18251 CASCADE AV, STE B X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPAR MENT ett 3-I-13 Building Division II NIS 02.21.c1 Public Works :,r-(, D, ek,13 Fire Prevention II Structural Mg\ NIA M21, 13 ■ Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete EY I Incomplete ❑ DUE DATE: 02/28/13 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: TUESITHURS ROUTING: Please Route y REVIEWER'S INITIALS: DATE: Structural Review Required ❑ No further Review Required ❑ APPROVALS OR CORRECTIONS: DUE DATE: 03/28/13 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: B dg ►.1 Fire 0 Ping 0 PW 0 Staff Initials: 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.TukwilaWA.gov Revision submittals Hurst be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 3 /15/1 3 Plan Check/Permit Number: D 13-064 ❑ Response to Incomplete Letter # Z Response to Correction Letter # 1 0 Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Innovasian Cuisine Project Address: 18251 Cascade Av S, Ste B RecellED GtTV OF TUKWILA MAR i a 20131 PERMIT CENTER Contact Person: 4f,`►" Sn f 1i'k Summary of Revision: Phone Number: ZI06- 3(2.-- 7 i7 - J QA✓ e,,, a_ is Yd /t et t) / VA -60 cam **'eA tret eW tiCvsc1.1.,- 5-4-cc.1 f . (Shap wdol4-)), CS2-2_7-13 _ c1J A a S t (V -Si.et o,s,t � V 3 ''& ✓. 4re.A„(Ai = dLr r. ) I` OS -e 1 aU A-6 s o 1 G . p� : 6-�2�- 60 3 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ' ("k Entered in Permits Plus on n ‘Ii/ C:1Uxnljennifer•miDesktopRevision Submittal Form.doc Revised: May 2011 Contractors or Tradespeople Peter Friendly Page • General/Specialty Contractor A business registered as a construction contractor with LEN 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 JOSEPH S SIMMONS CONST INC UBI No. 600570934 Phone 2063627227 Status Active Address Po Box 27089 License No. JOSEPSS153JD Suite/Apt. License Type Construction Contractor City Seattle Effective Date 4/4/1985 State WA Expiration Date 3/14/2015 Zip 98125 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date SIMMONS, JOSEPH SANFORD President 04/04/1985 Bond Amount SIMMONS, SUSAN S Secretary 04/04/1985 6429480 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 9 FIRST NATIONAL INS CO OF AM 6429480 04/07/2007 Until Cancelled $12,000.0003/21/2007 8 TRAVELERS CAS & STY CO OF AMER KC3534 04/04/2005 Until Cancelled 04/19/2007 $12,000.00 01/10/2005 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 23 Navigators Ins Co SF12CGL0184960004/04/2012 04/04/2013 $1,000,000.0004/03/2012 22 Interstate Fire & Cas Co sg11002268 04/04/2010 04/04/2012 $1,000,000.0004/01/2011 21 INTERSTATE FIRE & CAS CO SGL1001159 04/04/2008 04/04/2010 $1,000,000.0003/31/2009 20 INTERSTATE NORTHWEST INS SGL1000513 04/04/2007 04/04/2008 $1,000,000.0004/12/2007 19 INTERSTATE FIRE & CAS FMIL2649117 04/04/2007 04/04/2008 51,000,000.00 04/03/2007 18 FIRST MERCURY INS CO FMIL00049301 04/04/2006 04/04/2007 $1,000,000.00 04/03/2006 Summons/Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period Infractions/Citations Information No records found for the previous 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 03/22/2013 AP -AP% OF 140 : rg$ Iota" WIPE UTILErf MAO ne7' Neortr ---frale42401" LIP zo931-601,1-,0".i, 4' 4, Aksr144.-r 14.c. -KAMP I 1417 * 4 4rrfe DPI ~Ma". 1440441ter ‘1044* *VP- iltiftentidt- $110tairgrr*: CA11448A4.010 (g„ey) flittietoie. IP , - 0 1 Sr I LI) /-1:3 m_ICt.iv Cr - P -t ° PrtiN ti9e0 REVISIONS Nochange shall be made to the scope cl work vvi!ll'*# 7.# t prior approval of Tuly,:itz-r31!!!ding Division. Rimision3 !..-quire a new plan submittal mqf ,ftonal plan review fees. 3 c", 14e rms s SEPARATE PERMIT REQUIRED FOR: eilethenbal Craeobloal CfPluntbki Dews PIPIIV City of Tukwila BUILDING DIVISION penult Na Plar review approval le Sud*d lo ens and oniadona. *cum"d $ cods Or wnodnulad authcReceIt et upproved - .1111.1111r 4kArcic, 771 L"-1 CttyOrrkikwua BUILDING DIVISION 1111=111111•1111/MIIIMII vVgJrn &AP PROJECT INFORMATION PROPERTY ADDRESS: SCOPE OF WORK: LEGAL DESCRIPTION: REVIEWED FOR CODE COMPLVINCE APPROVED MAR 2 0 2013 City of Tukwila BUILDING DIVISION T 18251B Ciksc4or AVENUE SOUTH TUKWILA, WASHINGTON 98188-4722 Su co oF pAtTi -p cy/N.1 EY-( ST1- (712.1i) cA.4.7 ctevc,irz ere 0/Petv' rtv4)) Pe X to fri lef-pf tr( ACT 640 It•i Ocr,sra--Nt,oFf--iteuTc.v./47,&TE Fez .1-_Nrea,p4 Dog That portion of Lots 23 and 24 as shown on the Short 1 recorded under King County Recording No. 7905011098, Boundary Line Adjustment No. 81-29—BL4, according to i recorded under King County Recording No. 8111050568, ( particularly describing os follows: Beginning at a point on the northeasterly right—of—way lir Drive as shown on said Plat, distant thereon S78'36' 101 from the southwesterly corner of said Lot 23; thence fror OF BEGINNING N11'23 501 430.27 feet to a point on the said Lot 23; thence along the boundary of said LOTS 23 following courses: S2938 001 66.11 feet; thence S2520% feet; thence S23'04'001 99.00 feet; thence S24'51'001 ' Thence S44'29001 4.68 feet; thence S11'231fol'W 147.37 northeasterly right—of—way line of said Riverside Drive; Th( northeasterly right—of—way line from a tangent that bears along the arc of a curve to the left having a radius of 1 a central angle of 2702'00*, an arc length of 51..90 feel tangent to the preceding curve N7836'10*W 172.24 feet t POINT OF BEGINNING. RECEVE-, CITY OF 7-04101 FEB 26 2013: 02fria_yi 3 - TEN;Ar Ift‘Pak AA PV �.. O NI O V Pr i MAIN ENTRANCE— EXISTING EXIT ---y ov-v- prro solOr- 1301 f�t 4' a'4P 44'-T' IE b --I I I I PARTITICN (TYPICAL) fir OFFICE 11 ELECTRICAL ROOM II II II II 11 FENCE II OFFICE 11 JANITORS 0 INSPECTORS ffcr 0 U 12 VCT ■ SAYBOLT LABS Yob, imam N;ra 1,3au 10 6bus-4, tSTG DF cE TO EKist b pmt cf c6 NOTE: IF DRAWING SHEET IS NOT 24" X 36" THEN DRAWING IS NOT TO SCALE � ,p�-�i it NA /ft— O ;r.0 ,3o -"t. C; 11' L L 0 4'-b' PAIR 31 DOOR EXISTING EXIT Jl 11 1 - PROVIDE 2X4 TO SPAM JOISTS ! ke-14.' TO SUPPORT / \ \ EXIT. AC Ptd CEILNG AND Re TO REIN- �! A'FF TOP RUNNER STUD SCREWED TO NE* DTII STUD ABOVE AC PNL GRID. PROM DIACONAL BRACING - TO STRUCTURE ABOVE AT 48' OC, ALIERNAIING DIRECTIONS S4UPV eATT 1 1/2' LONG S&IPSON POPW4,-15O POWDER ACTUATED FASTENERS WITH 1 OIWd. WASHERS AT 36" OC, TYP, ALL NEW WAILS. ONLY AFTER SIAB IRS BEEN VERIFIED NON -POST TENSION. (0R P.T. MOD SND WiH 3 1/2' POWDER DRNEN FASTEN WITH SAME 1' DIAN. WASHER AT 36" OC.) EXISTING EXIT EXIST. 4' CONC. SLAB 12--oy PAFP LRzUItt tait ROM NtlIEl lfl 6Atlr ABI01=n 1V 01000001000 DOM 6Km. RQ410fOft t. V '` aW MaEc® tans. allh ti FIXTURE HANGING YAII.FA4 ATtt.UAutA.GAFAI non=sr fiEI6MIC CEILING SUPPORT .3CEILING SUPPORT SYSTEM ,,."Utti,.ttoiCEto, X NUtl61UFE Xtw BSTALUZIMAII eaeitie tom— E . ) 020001790.0:00006104 woman rET. i M d�.L_ ygraliW.0W. kgram sM WWI U4dllASUMOS k5IYC* t OAE. /.s1(ASCPJSapstlts4�NhL ..�4P►rtCisinec. t 6 SUIC BRACING MIEN WItUQE"!iLL kc'r to aMu.E/coNF. gp REVIEWED FOR CODE COMPLII\NCE APPROVED MAR 2 0 2013 City of Tukwila BUILDING DIVISION Il N O VA S ( fq\1 zta/r3 = LU ok LOA p‘ Reerveo civOF FEB 262013' i2I (frSL.WNfS. 8 tuKWsLA.visk 9dltit