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HomeMy WebLinkAboutPermit D17-0093 - CULINEX LLC - FIREPROOF EGRESS WALLSCULINEX LLC 360 CORPORATE DSR N BLDG 10 D17-0093 Parcel No: Address: 0 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.eov DEVELOPMENT PERMIT 2623049144 360 CORPORATE DR N BLDG 10 Project Name: CULINEX LLC Permit Number: D17-0093 Issue Date: 7/14/2017 Permit Expires On: 1/10/2018 Owner: Name: Address: SOUTHCENTER CORPORATE SQUAR 635 ANDOVER PARK W #107 , TUKWILA, WA, 98188 Contact Person: Name: JOHN SCHOFIELD Address: 3429 AIRPORT WAY S - SUITE 10 , SEATTLE, WA, 98108 Contractor: Name: RAAB & SON'S Address: PO BOX 1913 , VASHON, WA, 98070 License No: RAABS**98100 Lender: Name: MARK CROWELL Address: 3429 AIRPORT WAY S - SUITE 10 , SEATTLE, WA, 98108 Phone: (206) 852-6102 Phone: (206) 463-5700 Expiration Date: 9/13/2018 DESCRIPTION OF WORK: ABANDON EXIT TO SKYBRIDGE. CONSTRUCT FIREPROOF EGRESS WALLS Project Valuation: $20,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $840.75 Occupancy per IBC: B Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 Permit Center Authorized Signature: f 19t019/44 I hearby 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. Date:7 141 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 work. I am authorized to sign and obtain this development permit and agree to the onditio s attached to this permit. Signature: Print Date'�J 71? This permit shall become null and void if the work is not commenced within 180 days for 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 PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4:. All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: All to remain in placed concrete shall be treated wood. 6: 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. 7: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 8: 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) 9: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 10: Maintain fire extinguisher coverage throughout. 11: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 12: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 13: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 14: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.9.1) 18: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems shall be done in accordance with applicable standards. (IFC 901.4) 16: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 15: 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 modificationsto sprinkler 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. 2436). 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 #2437) (IFC 901.2) 20: 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 #2437) 21: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.9 of the International Building Code. 17: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 22: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 23: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 24: 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. 25: Per Jerry Hight, the ADA accessible spaces to be added to new lots 1 and 2, as shown on plans for BSIP L17- 0005, shall be added prior to final inspection of this permit. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0601 WALL INSULATION 0413 WALL SHEATHING/SHEAR CITY OF TUKLA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. Af %' 00613 Project No. Date Application Accepted:. 14-14-‘i Date Application Expires: l0'14'17 (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 //A'z; � King Co Assessor's Tax No.: Site Address: 3(7 -°0 CO,OC/ - ,0/7 _ ,4../ Suite Number: New Tenant: ► l Yes ❑ .. No Tenant Name: e,p/'L✓C) LL C PROPERTY OWNER Name: uz,// / s-c,�% Name50 c. G'Ot O )17 Addresy0/0 e 5,9 ,.4G .0 ir��./,Gh City:Z Q , State:c4/, Zi 0 CONTACT PERSON - person receiving all project communications, Name: uz,// / s-c,�% V 0 jre%___ Address969 j /� 7/�i0� *K -a >)0 T� 7 City State _ Zip9351 / � r-� ,�- ' Fax: Phone:6?-52170'2} Email: Je3-,/,,, ,e/49,,,,1_ 4,9, 7 ifie/ GENERAL CONTRACTOR INFORMATION , Company Nam�,4 ,,,�'� ;, ,/Z0/11._��r� Address: %2.6 30-S7et, •CP/°i ,__, ��. City:�� c5% A v tat Zi gop Phone: „weq0,6 J F. : Contr Reg Ntgci,olitryt. 9. %e Exp Date/..... Tukwila Business License No.: H:\Applications\Forms-Applications On Line \2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Floor: ARCHITECT OF RECORD Name: t�/ < C;€0, r y/ Company Name. `b v -J2 i,'f 641/if° Architect Name:/.: y i ., �,l �l�L'" / 3Address:b Engineer Name: 'iCity: 6J Address: State: iA // ZiVV Gf 1,5/7_ Phone: City: Fax: Email• , L Fax: ENGINEER OF RECORD Name: t�/ < C;€0, r y/ Address: 0).9.o%/".0)e?�� / / Company Name: Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: t�/ < C;€0, r y/ Address: 0).9.o%/".0)e?�� / / City: „s --co, ;„ State/€24 p Zip.,A / 0 Page 1 of 4 BUILDING PERMIT INFORMAT— 206-431-3670 Valuation of Project (contractor's bid price): $ 2,9 £2 a o Existing Building Valuation: $ Describe the scope of work (please provide detailed information):,j '� / /44/100` O //.1/Z7//— CO/L51/to Will there be new rack storage? ❑ ....Yes ❑ ..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 ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers )p Automatic Fire Alarm ❑ None 0 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 ata 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:Wpplications\Forms-Applications On Line\2012 Applications'ermit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1st Floor, 5 7 6 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 ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers )p Automatic Fire Alarm ❑ None 0 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 ata 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:Wpplications\Forms-Applications On Line\2012 Applications'ermit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 2 of 4 PUBLIC WORKS PERMIT INTECA ATION — 206-433-0179 Scope of Work (please providedetailed information): €/°e9 -'"Y/ i; Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District A.. Tukwila ❑ ...Water District #125 ❑ .. Water Availability Provided Sewer District . Tukwila ❑ .. Sewer Use Certificate D. Highline ❑ ...Valley View ❑... Renton ❑ ...Sewer Availability Provided 0... Renton 0... Seattle 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. Submitted with Application (mark boxes which apply): 0 .. Civil Plans (Maximum Paper Size — 22" x 34") ❑ .. Technical Information Report (Storm Drainage) ❑ .. Bond 0...Insurance 0... Easement(s) Proposed Activities (mark boxes that apply): ❑ .. Right-of-way Use - Nonprofit for Tess than 72 hours ❑ .. Right-of-way Use - No Disturbance ❑ .. Construction/Excavation/Fill - Right-of-way ❑ Non. Right-of-way 0 .. Total Cut 0 .. Total Fill cubic yards cubic yards 0 .. Sanitary Side Sewer 0 .. Cap or Remove Utilities ❑ .. Frontage Improvements ❑ .. Traffic Control ❑ .. Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Permanent Water Meter Size (1) ❑ .. Temporary Water Meter Size (1) ❑ .. Water Only Meter Size ❑... Geotechnical Report 0... Maintenance Agreement(s) 0 .. Traffic Impact Analysis ❑ .. Hold Harmless — (SAO) ❑ .. Hold Harmless — (ROW) 0...Right-of-way Use - Profit for less than 72 hours ❑ ... Right-of-way Use — Potential Disturbance ❑... Work in Flood Zone 0... Storm Drainage .. Abandon Septic Tank .. Curb Cut .. Pavement Cut .. Looped Fire Line 0 .. Sewer Main Extension Public ❑ .. Water Main Extension Public WO # WO # WO # Private 0 Private ❑ . 0... Grease Interceptor ❑ ... Channelization 0... Trench Excavation 0...Utility Undergrounding (2) " WO # (3) " WO # (2) " WO # (3) " WO # ❑ .. Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 .. Water 0 .. Sewer ❑ .. Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:Wpplications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 3 of 4 PERMIT APPLICATION NOTES -`_! 0 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 OWN OR AUTHO ' IZ Signature: Print Name: Mailing Address: Date: / —Y11-727/ > • 3fJ2'r/O Day Telephone H:Wpplications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh City State Zip Page 4 of 4 Cash Register Receipt City of Tukwila 190@ Receipt Number R11920 DESCRIPTIONS ACCOUNT QUANTITY D17-0093 Address: 360 CORPORATE DR N BLDG10 Apn 2623049144 DEVELOPMENT $496.41 PERMIT FEE WASHINGTON STATE SURCHARGE TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R11920 R000.322.100.00.00 B640.237.114 R000.322.900.04.00 0.00 0.00 0.00 $491.91 $4.50 $24.60 $521.01 Date Paid: Friday, July 14, 2017 Paid By: CULINEX HOLDINGS Pay Method: CHECK 1001 Printed: Friday, July 14, 2017 2:26 PM 1 of 1 SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY ( PAID PermitTRAK $319.74 D17-0093 Address: 360 CORPORATE DR N BLDG 10 Apn: 2623049144 $319.74 DEVELOPMENT $319.74 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R11272 R000.345.830.00.00 0.00 $319.74 $319.74 Date Paid: Friday, April 14, 2017 Paid By: CULINEX LLC Pay Method: CHECK 1120 Printed: Friday, April 14, 2017 11:03 AM 1 of 1 CSYSTEMS INSPECTION RECORD Retain a copy with permit bid_ 069:3 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Projeyyy� L:"Uu 11/4/ c Z LC Type of Inspection: a uj i.D% 6- 13 -LA L Address: ,� �q 360 (l��11 l�c ✓PP. `i . .b) AI Date Called: a r p.m. Special Instructions: r.iv Date Wa d 6 ' �� % % Col' Phonllu e N�o: 54 Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: Inspector: A Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit ii -7-0o613 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro' ct: Type of Inspection: A dress: 36o re,warAir 'DR Aif Date Called: Special Instructions: /r Date Wantj G� �P.s� J p Requester: Phone No: ErApproved per applicable codes. LJ Corrections required prior to approval. COMMENTS: l,d Inspector: )AI' '1 Date: /7 REINSPECTION FEE REQUIRED. Prior to next inspeC`tion. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 �d7 - oogi3 Pr Jecjt:: il j Type liAr4ct ofoInsp /ctiol�n::�M}�u Address: 360 Calepo 'f m iv 4 Date Call Special Instructions: •Date �� (r /C? Way o/ !co ? m p.m. Request Phone No: Approved per applicable codes. L Corrections required prior to approval. COMMENTS: Inspector: J Dater? / 7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project Clt )L/A Type°"� of Inspection: WALL /.ts c Address: , j % ''6 l �J PitiPe 9( ie N Date Called: specia Instructions: Date Wa to • /3— /-7 Request : Phone No: Approved per applicable codes. D Corrections required prior to approval. COMMENTS: Date: g REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project:�yy^^ k. T.1yppe�off9Inspection: I Address: .360 eeillPneitii be Date Called: Special Instructions:y� 11)(. 1V Date Wa e /S�l q . p.m. Request Phone No: ❑ Approved per applicable codes. E Corrections required prior to approval. COMMENTS: Pt), CT fat „4-u.a AJ') (.-t A/6 -- REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: CA/ i/U5 Type o nspection: Atitit lY•16' Address: jezil0 (7e) 2039.4' be A/ Date Called: Special Instructions:Date .-J b3.& Wan d: / / tIS- j`7 . Requester/. Phone No: 2CCe. 96 f 6 f 7Z 7171 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: A Date: � 7 REINSPECTION FEE REQUIRED. Prior 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 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: zr U I In s X Hrs.: Type of Ins.p` ion: /1-( re (-7 Vvovit Address://'' Suite #: %() ' b/. /v. Contact Pe son: -,4_a Special Instructions: Permits: ( r Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: L -'d4 7?s. TFC , 1vMY2-1 eic r (7-' / /,#) r2 lac A i Needs Shift Inspection: NeR1- /-.)Sprinklers: t (> Hrs.: Fire Alarm: �1� , Hood-& Duct: ,� alrz Monitor: ve- G, it i"`/ ,6, }-Dl � e -Fire: /ale C t) Permits: ( r Occupancy Type: 13 Inspector: 41 --AA Date: Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 1:131N33 111/183d 0 53 -n 0 -4m Joou 8o'1 O > `U to co 13 gar In CD CD 0 Obi ID : H'WJ;1 6 lti- i 04 9 a ca. c) 0; OCI 8 8 as ____\ El) "o" .^.•; 5r 54 (4.'5' 4 5:: .-..... 0 7,3 O2a.8 a S z ti co ei ' E'„i . (73 '.5 PA v£ -v £ d) do G DRAWINGS PROVIDED BY: ' �eeP1 be_ lesi Group Architec `i a &1 anning T En N PROJECT DESCRIPTION: LCB KITCHEN PROJECT!' TU K W I LA SHEET TITLE: NO. DESCRIPTION BY DATE 47 N I A� �I o zo Oh vcc Z lfl IV O O m n N SHEET: , ________. 0 0 J7/12/2017 DRAWINGS PRO September Dgn G oup `tecture 0Pig PROJECTDESCRIPTION: LCB KITCHEN PROJECTT TUKWILA SHEET TITLE: NO. DESORPTION 0Y DATE _ "� I 0 0 z '0 n m 831N33111/t183d tn 2 M V DRAWINGS PROVIDED BY: September Design Group -..axchitwfure & Planning PROJECT DESCRIPTION: LCB KITCHEN PROJECTT TUKWILA SHEET TME: NO. DESCRIPTION BY DATE _ N \,..-4=1 0 1 T 0 a31N3311Wa3d 1 SHEET: .. •.• Y •• PROJECTDESOOPRON: SHEET TITLE: NO. DESCRIPTION BY DATE o September 'roup Architectur Pl. g LCB KITCHEN PROJECTT TUKWILA � n 1'"""'I V Xi W 1 2e=%d 6 P J2ed,70z/e0 z//12-04/71 1///7/V city ofTukwila MATCH UNE SEE BELOW LEFT Oeperlmvd of Conssur11y Development_ - - _ .-- -- _ 6WOOS61mm1 uer B6evae4 Tukwila WA 88188 g Telephone G06)431FAX 1 ANDOVER PARK E4rw0: tlCm1.11$llLw0a.13AY1 en • 58873542-1 - v2 fO6M si 6F Oae0 _-T. � 5014779V !peen eLw LUG A4oemo ,AOC .M'6[570-> a9nv • 1--_ I (--1 SHORT PLAT NUMBER RAR. ,.A 9..M T' I Jj fi i� °TPA. or ME coo&1 cALCLIATIOD .57 VA Coo. di sEcTION `1 1 MATCH LINE SEE ABOVE RIGHT LEGEND 4i RAND MASS GAP 110E a 115,11147 SOS • Nm Rowans as MILO O 30031)03 OF Pw 1� ROON1.„ 5316103 Off E451w6 CSeRCIC ENX 1!65160 041111E now a OJTRR REFERENCES: ELECTRIC CONOUI7\90EWAIK SCALE 0 a so 00 I I¢, 1 POI 50 FL SIAM. 33133,33333 d ..34.11. d 4..r,. ,a 45 POEM. 333.3.3 wA6�MCI.> tee.. coavrt 133363. NOTES: (DREG N0. 7610290608 -- ®REG NO. 7703070907.7 t a. Ptea 33.3 03 Pram mama.lo.13. 1330 m MAC 3 363 33063336 .6011•1136,361333 6•163433 MOO; 334 13133331238 um, amp =Ram a33336 113-3 113333 IAR.6.01- rMCA. Rm0 - 3. 1 PIC 93.331 AVM 1.16 MO 4 PM (1. oar sure 303333323.13•30 my 14 MS RA SUE IA COMM As SOAP* 31•073A„� 3w.,me moA.1r lre y ancs 963 WV. 3.1313 3303 QM 313•33 03 .907.1. pc mecca P313.01 033 MI 3.43333 PO 36 accsacano WM. Mt 343 01631.03•30.3114•333 633 333 31313333 33 333633313.3313363,33.3•30•332. CURVE DATA Amt CI MOMS MOW 0I07A Pave• LOAM 1084 700906 S.650S314 0.21> 7678 1100. Sr45' 6• 14.34. 07846«,, 1115 CJ CA 1514' 3s- 534055 ]33. 7444' wooer. 494!/714 SPAT PAT a a 5 0.01' war 69.3r13.69.369.3r13.',8 44J7v 7733 4725 5405738[ 4187 44.18 Cl 5718 911.3- 78 53S4T 137vr PAPS PARCEL DATA PARCEL 50.FT ACRE AVG ROTH AVG. (ENGIN 61345 1.11 275' 246' 2 51,611 1.79 250' 790' 202,302 4.64 500' 495' mono 6 ono RK 4M AO 107 mrm Orr 1116 7040 1n' 4m ROU 1115 n1i• 1 LAM 06 zee. A 11� 7 41 BUILDING 545 61211D600 555 PROPOSZA 107601.3913137.1 13301.26.45E 248.48' Ifl 1 11 [PAkC=L 1 ) -1 r -®AEC NO. 200111_20000449 1r a' WEST 6/9 501482rvi 90 1313 45130' MCP.. 36OOLVIDARY p 7 - LOT 3 BANDING 565 I 19 BUILDING 575 El fi � �1 -, LOT 1 0080700 370,7 ,1313,=_a4aer.�_ RICE COM. 6 1S(13) Or CP, 317 7566 arm 1613. LAC 01P1401 Or C3N.en APPEAA0 70 53 ADAM. 313630330 mJ 0.3.333 NO13477E 22535' LOT 2 8U60MO 360 4 1 11 N01,4729 -E REG N0. 20011I20000450 VOLUME PAGE 2 O B '°I Ory C3' 2 PLA T /0871996 samepn7R00340RATRSWMEUO =OM: 0181004544545671450,r0007 C61,3T0IE 4RIM1g741 Pm RIIrQWII NJB DATE 1020017 P0015888W SPF 1" 50'-0" 4 0afmner Cos,. 69ae UCPW15alI1wE 5BVMstg5Sa 4o5BBew.vO1@OIp.4I1A401710z 30344 REVIE D FOR CODE • MPLIANC jORR€CT1N A- -ROVED .2 20 City of Tukwila BUILDING DIVISION pn-0000 RECEIVEu ITY OF TUKWILA MAY 0 1 2017 tRMIT CENTER 3 70 /alz, E 0 0- -- 0-- - - T 12 FEW ROOR WAN (1110 lead nevlri��i 0--- 0-- 0--- a Ill 11111 ill Illll� iu v Illlllllllll R,Illlllllllll Illllllllll� 11111111!':: Oe 12SECOROWDOR WAN Kim SOUTHCENTER CORPORATE SQUARE BUILDING 12 marvm iaiauc wenn *qtr., ell a, 11013-ert wvw elv NM AM. l..+wm,.«. A &11212412 NARlCE11NG WAN MIST B SECOND anal REVIEWED FOR CODE COMPLIANC4 APPROVED JUN 2.2 2011 P City of Tukwila BUILDING DIVISION RECEIVED TY OF TUKKWILA MAY 0 1 2017 ERMIT CENTER 4F I O11l2U1 IMG 04781001jpg • • REVIEWEDF0R-- cO.QE COMPLIANCE APPROVED JUN 2 2 2017 13!0 FIRST FLOOR A LIFE SAFETY PLAN 1 • RECEIVED CITY OF TUKWILA MAY 0 1 2017 PERMIT -CENTER httpSJ/mail.google com/maiUWONAnbox/15bc517fb32b0967?projector=1 1/1 CertainTeed Type X Gypsum Board Product Data and Submittal Product Description CertainTeed Type X Gypsum Board is an interior gypsum board consisting of a solid set, fire -resistive, Type X gypsum core enclosed in ivory -colored face paper and a strong liner back paper. CertainTeed Type X board features a specially formulated core providing fire resistance ratings when used in tested assemblies. Long edges are slightly tapered, allowing joints to be reinforced and concealed with joint tape and joint compound. CertainTeed Type X Gypsum Board is available in a variety of lengths and widths. Basic Uses CertainTeed Type X Gypsum Board is used for interior walls and ceilings in residential and commercial applications requiring extended fire ratings. It can be used for new construction or renovations over wood or steel framing. The boards are typically nailed or screwed to studs spaced 16" (400 mm) or 24" (610 mm) o.c., but can be applied by laminating or with the use of an adhesive. Advantages • Fire ratings up to four hours. • Consistently high quality. • Uniformly flat, attractive appearance; no shadows. • High edge hardness. • No wavy edges, warps, bows or deformities. • Uniform high-strength cores eliminate crumbling, cracking. • Edge tapers consistent to form perfect joints. • Excellent thermal barrier and sound attenuation qualities. • Green Guard certified. Limitations • Exposure to continuous moisture or extreme temperatures should be avoided. Not recommended for continuous exposure to temperatures exceeding 125•F (52•C). • Framing spacing should not exceed 24" (610 mm) o.c. • Should be stored indoors and off ground surface. • Boards should be stacked flat with care taken to prevent sagging or damage to edges, ends and surfaces. • Storing board lengthwise, leaning againstthe framing is not recommended. • Boards should be carried, not dragged, to place of installation to prevent damaging finished edges. • Cutting and scoring should be done from the face side. • In cold weather or during joint finishing, temperatures within the enclosure should stay within the range of 50• to 95°F (10" to 35"C) and with sufficient ventilation to carry off excess moisture. Product Data Thicknesses: 5/8" (15.9 mm) Widths: 4' (1220 mm) standard 54" (1370 mm) Lengths: 8' to 12' (2440 mm to 3660 mm) Weight (nominal): 2.2 psf (10.7 kg/m2) Edges: Tapered Packaging: Two pieces per bundle, face-to-face and end -taped Special widths, lengths or edges may be available on special order. Consult your CertainTeed sales representative. Technical Data Composition and Materials Manufactured panel with gypsum core, encased in paper. Various additives are added to the core to enhance fire resistive qualities E C E I V E D CITY OF TUKV'VILA MAY 0 1 2017 PERMIT =E lTERac Job Name Contractor Products Specified: REVIEWED FOR CODE COMPLIA-NCE diPPROVED JIIN222017 City of Tukwila BUILDING DIVISION CertainTeed SAINT GOBAIN Surface Burning Characteristics CertainTeed Type X Gypsum Board has a Flame Spread rating of 15 and Smoke Developed rating of 0, in accordance with ASTM E84, (UL 723, UBC 8-1, NFPA 255, CAN/ULC-S102). Fire Resistance Fire resistance tests are conducted in accordance with ASTM E 119, (ANSI/UL 263, UBC 7-1, NFPA 251, CAN/ULC- S101) and no warranty is made other than conformance to the standard under which the assembly was tested. Minor discrepancies may exist in the values of ratings, attributable to changes in materials and standards, as well as differences between testing facilities. Assemblies are listed as "combustible" (wood framing) and "noncombustible" (concrete and/or steel construction). For fire resistance ratings refer to the Gypsum Association Fire Resistance Design Manual and UL Fire Resistance Directory - Vol. 1. SAINT-GOBAIN Applicable Standards and References • ASTM C1396 Type X Standard • CAN/CSA-A82.27 • ASTM C840 • CAN/CSA-A82.31 • Gypsum Association GA -216 • Gypsum Association GA -214 • ICC International Building Code (IBC) • ICC International Residential Code (IRC) • National Building Code of Canada (NBCC) Installation Recommendations Installation of CertainTeed Type X Gypsum Boards should be consistent with methods described in the standards and references noted. Cutting should be from the face side of the boards for best results. Decoration CertainTeed Type X Gypsum Board accepts most types of paints, texture and wall covering materials. The surface shall be primed and sealed with a full-bodied latex primer before applying a final REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 2 2017 City of Tukwila BUILDING ?-��ON MISER decorative material. This will equalize the suction between the joint compounds and the paper surface. For best painting results, all surfaces, including joint compound, should be clean, dust -free and not glossy. If glossy paints are used, a thin skim coat of compound over the entire surface, Level 5 finish, is recommended to reduce highlighting or joint photographing. This method is also recommended for areas of critical sidelighting of natural or artificial light sources. A sealer application under wallpaper or other wall covering is also recommended so the board surface will not be damaged if the covering is subsequently removed during redecorating. Joint treatment must be thoroughly dry before proceeding with primer -sealer application and final decoration. Notice The information in this document is subject to change without notice. CertainTeed assumes no responsibility for any errors that may inadvertently appear in this document. RECEIVED CITY OF TUKWILA MAY 0 1 2017 PERMIT CENTER GREENGUARD PRODUCT C J T!F!FO FOP. LOIN CHEMIC; EM!SSION5 2815 GOLD CERTIFIED ENVIRONMENTAL. PRODUCT DECLARATION CertainTeed Corporation ROOFING • SIDING • TRIM • DECKING • RAILING • FENCE • GYPSUM • CEILINGS • INSULATION 20 Moores Road Malvern, Pa 19355 Professional: 800-233-8990 Consumer: 800-782-8777 certainteed.com © 2/17 CertainTeed Corporation, Printed in the USA Code No. CTG -2337 • , Exception: Buildings of Type V construction. 706.4 Fire -resistance rating. Fire walls shall have a fire - resistance rating of not less than that required by Table 706.4. TABLE 706.4 FIRE WALL FIRE -RESISTANCE RATINGS . 9. In Type 11 or V construction, wax s shall be permitted to have a 2 -hour fire -resistance rating. h. For Group 1i-1,11-2 or 1-I-3 buildings, also see Sections 415.7 and 415.8. 706.5 Horizontal continuity. Fire walls shall be continuous from exterior wall to exterior wall and shall extend not less than 18 inches (457 mm) beyond the exterior surface of exte- /r r• walls. Exceptions: 1. Fire walls shall be permitted to terminate at the inte- rior surface of combustible exterior sheathing or sid- ing provided the exterior wall has a fire -resistance rating of not less than 1 hour for a horizontal dis- tance of not less than 4 feet (1220 mm) on both sides of thefire wall. Openings within such exterior walls shall be protected by opening protectives having a fire protection raring of not less than 3/4 hour. 2. Fire walls shall be permitted to terminate at the inte- rior surface of noncombustible exterior sheathing, exterior siding or other noncombustible exterior fin- ishes provided the sheathing, siding or other exterior noncombustible finish extends a horizontal distance of not less than 4 feet (1220 mm) on both sides of thefire wall. 3. Fire walls shall be permitted to terminate at the inte- rior surface of noncombustible exterior sheathing where the building on each side of the fire wall is protected by an automatic sprinkler system installed in accordance with Section 903.3.1.1 or 903.3.1.2. 706.5.1 Exterior walls. Where the fire wall intersects exterior walls, the fire -resistance rating and opening pro- tection of the exterior walls shall comply with one of the following: 1. The exterior walls on both sides of thefire wall shall have a 1 -hour fire -resistance rating with 3/4 -hour protection where opening protection is required by Section 705.8_ The fire -resistance rating of the exte- rior wall shall extend not less than 4 feet (1220 nim) on each side of the intersection of the fire wall to exterior wall. Exterior wall intersections at ,fire tion. 2. Buildings or spaces on both sides of the intersecting fire wall shall assume to have an imaginary lot line at thefire wall and extending beyond the exterior of the fire wall. The location of the assumed line in relation to the exterior walls and the fire wall shall be such that the exterior wall and opening protection meet the requirements set forth in Sections 705.5 and 705.8. Such protection is not required for exte- rior walls terminating at fire walls that form an angle equal to or greater than 180 degrees (3.14 rad). 706.5.2 Horizontal projecting elements. Fire walls shall extend to the outer edge of horizontal projecting elements such as balconies, roof overhangs, canopies, marquees and similar projections that are within 4 feet (1220 mm) of the fire wall. Exceptions: 1. Horizontal pmjecting elements without con- cealed spaces, provided the exterior wall behind and below the projecting element has not less than 1 -hour fire -resistance -rated construction for a distance not less than the depth of the projecting element on both sides of the fire wall. Openings within such exterior walls shall be protected by opening protectives having afire protection rat- ing of not less than 34,hour. 2. Noncombustible horizontal projecting elements with concealed spaces, provided a minimum 1 - hour fire -resistance -rated wall extends through the concealed space. The projecting element shall be separated from the building by not less than 1 - hour fire -resistance -rated construction for a dis- tance on each side of the fire wall equal to the depth of the projecting element. The wall is not required to extend under the projecting element where the building exterior wall is not less than 1 -hour fire -resistance rated for a distance on each side of thefire wall equal to the depth of the pro- jecting element. Openings within such exterior walls shall be protected by opening protectives having afire protection rating of not less than 3/4 hour. 3. For combustible horizontal projecting elements with concealed spaces, the fire wall need only extend through the concealed space to the outer edges of the projecting elements. The exterior wall behind and below the projecting element shall be of not less than 1 -hour fire -resistance - rated construction for a distance not less than the depth of the projecting elements on both sides of thefire wall. Openings within such exterior walls shall be protected by opening protectives having a fire -protection rating of not less than 3/,, hour. RECEIVFU CITY OF TUIWILA MAY 0 1 2017 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 2 2017 City of Tukwila BUILDING DIVISION GROUP FIRE -RESISTANCE RATING (hours) A, B, E, H-4, I. R-1, R-2, U 3' F-1, H-36, H-5, M, S-1 3 11-1, H-2 4' F-2, S-2. R-3. R-4 2 . 9. In Type 11 or V construction, wax s shall be permitted to have a 2 -hour fire -resistance rating. h. For Group 1i-1,11-2 or 1-I-3 buildings, also see Sections 415.7 and 415.8. 706.5 Horizontal continuity. Fire walls shall be continuous from exterior wall to exterior wall and shall extend not less than 18 inches (457 mm) beyond the exterior surface of exte- /r r• walls. Exceptions: 1. Fire walls shall be permitted to terminate at the inte- rior surface of combustible exterior sheathing or sid- ing provided the exterior wall has a fire -resistance rating of not less than 1 hour for a horizontal dis- tance of not less than 4 feet (1220 mm) on both sides of thefire wall. Openings within such exterior walls shall be protected by opening protectives having a fire protection raring of not less than 3/4 hour. 2. Fire walls shall be permitted to terminate at the inte- rior surface of noncombustible exterior sheathing, exterior siding or other noncombustible exterior fin- ishes provided the sheathing, siding or other exterior noncombustible finish extends a horizontal distance of not less than 4 feet (1220 mm) on both sides of thefire wall. 3. Fire walls shall be permitted to terminate at the inte- rior surface of noncombustible exterior sheathing where the building on each side of the fire wall is protected by an automatic sprinkler system installed in accordance with Section 903.3.1.1 or 903.3.1.2. 706.5.1 Exterior walls. Where the fire wall intersects exterior walls, the fire -resistance rating and opening pro- tection of the exterior walls shall comply with one of the following: 1. The exterior walls on both sides of thefire wall shall have a 1 -hour fire -resistance rating with 3/4 -hour protection where opening protection is required by Section 705.8_ The fire -resistance rating of the exte- rior wall shall extend not less than 4 feet (1220 nim) on each side of the intersection of the fire wall to exterior wall. Exterior wall intersections at ,fire tion. 2. Buildings or spaces on both sides of the intersecting fire wall shall assume to have an imaginary lot line at thefire wall and extending beyond the exterior of the fire wall. The location of the assumed line in relation to the exterior walls and the fire wall shall be such that the exterior wall and opening protection meet the requirements set forth in Sections 705.5 and 705.8. Such protection is not required for exte- rior walls terminating at fire walls that form an angle equal to or greater than 180 degrees (3.14 rad). 706.5.2 Horizontal projecting elements. Fire walls shall extend to the outer edge of horizontal projecting elements such as balconies, roof overhangs, canopies, marquees and similar projections that are within 4 feet (1220 mm) of the fire wall. Exceptions: 1. Horizontal pmjecting elements without con- cealed spaces, provided the exterior wall behind and below the projecting element has not less than 1 -hour fire -resistance -rated construction for a distance not less than the depth of the projecting element on both sides of the fire wall. Openings within such exterior walls shall be protected by opening protectives having afire protection rat- ing of not less than 34,hour. 2. Noncombustible horizontal projecting elements with concealed spaces, provided a minimum 1 - hour fire -resistance -rated wall extends through the concealed space. The projecting element shall be separated from the building by not less than 1 - hour fire -resistance -rated construction for a dis- tance on each side of the fire wall equal to the depth of the projecting element. The wall is not required to extend under the projecting element where the building exterior wall is not less than 1 -hour fire -resistance rated for a distance on each side of thefire wall equal to the depth of the pro- jecting element. Openings within such exterior walls shall be protected by opening protectives having afire protection rating of not less than 3/4 hour. 3. For combustible horizontal projecting elements with concealed spaces, the fire wall need only extend through the concealed space to the outer edges of the projecting elements. The exterior wall behind and below the projecting element shall be of not less than 1 -hour fire -resistance - rated construction for a distance not less than the depth of the projecting elements on both sides of thefire wall. Openings within such exterior walls shall be protected by opening protectives having a fire -protection rating of not less than 3/,, hour. RECEIVFU CITY OF TUIWILA MAY 0 1 2017 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 2 2017 City of Tukwila BUILDING DIVISION yC) \ City of Tukwila May 22, 2017 Allan Ekberg, Mayor Department of Community Development Jack Pace, Director JOHN SCHOFIELD 3429 AIRPORT WAY S - SUITE 10 SEATTLE, WA 98108 RE: Correction Letter #2 Development Permit Application Number D17-0093 CULINEX LLC - 360 CORPORATE DR N Dear JOHN SCHOFIELD, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: KC ELLIS AT (206)-431-3677 if you have questions regarding these comments. • Provide a wall section for the new exterior walls, and new elevation plans for the affected areas at each floor level. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) 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, Rachelle Ripley Permit Technician File No. D17-0093 W:\Permit Center\Correction Letters\2013\D13-328 Correction Letter #1.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 To: Tukwila planning dept. Regarding permit number D17-0093. Fire -resistive details for 360 and 370 buildings 1. The existing bridge will be removed and openings will be covered using commercial metal framing and Densglass under foam and EFIS stucco to match existing exterior, inside walls will be double thick fire rated gypsum board (copies of spec. charts provided) and insulation. Wall will be approximately 6" thick creating a 3 hour fire wall with sprinklers through -out egress. Both buildings have and use fire rated and sprinkled stairs as current Egress. 2. Drawings provided show placement of bridge to be removed and property line. 3. Copies of floor plans provided for 360 and 370 buildings. RECEIVED CITY OF TUKWILA MAY 01 2017 PERMIT CENTER JORR€CTION LTR# ------ D�7- 00°I� April 28, 2017 0 C City of Tukwila Department of Community Development JOHN SCHOFIELD 3429 AIRPORT WAY S - SUITE 10 SEATTLE, WA 98108 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D17-0093 CULINEX LLC - 360 CORPORATE DR N Dear JOHN SCHOFIELD, Allan Ekberg, Mayor Jack Pace, Director 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 following departments: BUILDING DEPARTMENT: KC ELLIS at (206)-431-3677 if you have questions regarding these comments. • Provide a site plan showing both buildings and the distances to property lines, provide :floor plan of each floor level of each building. Provide fire resistive details for existing and new walls, UL #, test data, etc. FIRE DEPARTMENT: Al Metzler at 206-971-8718 if you have questions regarding these comments. • The Building Department has yet to determine if the skybridge is part of the required egress system for one or both of the buildings and has requested the necessary information to make that determination. PLANNING DEPARTMENT: Jaimie Reavis at 206-431-3659 if you have questions regarding these comments. • Please provide a site plan showing the property lines in relation to where the work is proposed. Include on the site plan the extent and size of the covered walkway being removed. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (8) sets of revised plan pages, 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 206-431-3655. Sincerely, Bill Rambo Permit Technician File No. D17-0093 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • For 206-431-3665 OPERMIT COORD COPY3 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0093 DATE: 06/16/17 PROJECT NAME: CULINEX LLC SITE ADDRESS: 360 CORPORATE DR N BLDG 10 Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 2 Deferred Submittal # after Permit Issued DEPARTMENTS: A-1 Mu (0 Building Division Public Works 61 Fire Prevention Structural Planning Division ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 06/20/17 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved DUE DATE: 07/18/17 Approved with Conditions n Corrections Required ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg D Fire 0 Ping ❑ PW 0 Staff Initials: 12/18/2013 PERMIT CC39RD COPYO PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0093 DATE: 05/03/17 PROJECT NAME: CULINEX SITE ADDRESS: 360 CORPORATE DR N BLDG 10 Original Plan Submittal X Response to Correction Letter # 1 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: FC 6-14-11 c�nr � Building Division Public Works Fire Prevention Structural El ��-i- 0-1111, Planning Division Permit Coordinator I I PRELIMINARY REVIEW: Not Applicable n (no approval/review required) ' DATE: 05/04/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 06/01/17 Approved ❑ Approved with Conditions ❑ Corrections Required (corrections entered in Reviews Notation: Denied (ie: Zoning Issues) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Gi Fire ❑ Ping ❑ PW 0 Staff Initials: 12/18/2013 9ERMIT COORD COPY O PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0093 DATE: 04/14/17 PROJECT NAME: CULINEX LLC SITE ADDRESS: 360 CORPORATE DR N X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS. einem A/4. Public Works ❑ ACowl it 1.D-, 7 J CAPP 41%18 Fire Prevention 0 Planning Division Structural ❑ Permit Coordinator 0 PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 04/18/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required ❑ Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 05/16/17 E Notation: REVIEWER'S INITIALS: DATE: iPernait Center Use Only CORRECTION LETTER MAILED: 1 Departments issued corrections: Bldg- Fire._ P1ng-- PW ❑ Staff Initials: 12/18/2013 Date: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: .1 / 7` 00 ,93 ❑ Response to Incomplete Letter # XI Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: % ,p Project Address: 36-0 CeigA2� 42-4/ Contact Person:JO/V��sa9' !/(2f Z°/ 2 Summary of Re sion• ( /A? /7• Phone Number 6-` 93)1/4-2 -6-7/672 RECEIVED CITY OF TUKWILA PE JUN 14 2011 ENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date pf revision Received at the City of Tukwila Permit Center by: Entered in TRAKiT on kQi W:\Permit Center\TemplatesWorms\Revision Submittal Formdoc Revised: August 2015 . City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc Date: �/— / 7 Plan Check/Permit Number: 4/ 00 9 j Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Deferred Submittal # Project Name: v44, e Project Address: 36'0 C. ©/G,(7 % - 7c�,/e.:lt' /,, J at,v Contact Person:,] C / h" 54,'"'L7Phone Number: 2 O - 2.51:2 Summary of Revision: R 4,,2? /20,9 2,we e?' RECEIVED CIT'/ Oi Tl,JK\•VIL+' MAY 0 1 2017 PERMIT CEN T ER Sheet Number(s): "Cloud" or highlight all areas of revision including date of rgvisio Received at the City of Tukwila Permit Center by: 11"Entered in TRAKiT on 9 '% W:1Fermit Center\Templates\Forms\Revision Submittal Formdoc Revised: August 2015 RAAB & SONS Hone Espanol Contact Safety & Health Claims & Insurance 0 Washington State Department of Labor & Industries Search L&I Page 1 of 2 A -Z Index Help My L&I Workplace Rights Trades & Licensing RAAB & SON'S Owner or tradesperson Principals MIDDLING, BRADLEY ANTHONY, OWNER Doing business as RAAB & SON'S WA UBI No. 601 704 884 Parent company MIDDLING BRADLEY A PO BOX 1913 VASHON, WA 98070 206-463-5700 KING County Business type Individual License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. RAABS**98100 Effective — expiration 05/05/2003— 09/13/2018 Bond Wesco Insurance Co Bond account no. 46wb016168 Active. Meets current requirements. $12,000.00 Received by L&l Effective date 02/20/2013 02/06/2013 Expiration date Until Canceled Bond history Insurance Scottsdale Ins Co $2,000,000.00 Policy no. CPS2466334 Received by L&I Effective date 08/16/2016 08/19/2016 Expiration date 08/19/2017 Scottsdale Ins Co $2,000,000.00 Policy no. CPS2466334 Received by L&I Effective date 08/16/2016 08/18/2016 Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601704884&LIC=RAABS**98100&SAW= 6/29/2017 RAAB & SON'S Insurance history Savings c Expiration date 08118/2017 No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts C No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. This company has multiple workers' comp accounts. Active accounts L&I Account ID 203,084-04 Doing business as RAAB & SONS Estimated workers reported Quarter 1 of Year 2017 "1 to 3 Workers" L&I account contact Employer Services Help Line — 360-902-4817 Track this contractor Account is current. Workplace safety and health No inspections during the previous 6 year period. Page 2 of 2 © Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601704884&LIC=RAABS* *981 OO&SAW= 6/29/2017