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HomeMy WebLinkAboutPermit D14-0271 - SHIEKH SHOES - TENANT IMPROVEMENTSHIEKH SHOES 1021 S 0 UTH CENTER MALL D14-0271 Parcel No: Address: 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.gov DEVELOPMENT PERMIT 9202470010 1031 SOUTHCENTER MALL Project Name: SHIEKH SHOES Permit Number: Issue Date: Permit Expires On: D14-0271 10/13/2014 4/11/2015 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: WESTFIELD PROPERTY TAX DEPT PO BOX 130940 , CARLSBAD, CA, 92013 BRUCE MARTENEY 1640 VIA PALOMARES, SAN DIMAS, CA, 91773 HINKLE CONSTRUCTION INC 1905 N WILLIAMS, MESA, AZ, 85203 HINKLCI915NG SHIEKH LLC 1777 S VINTAGE AVE , ONTARIO, CA, 91761 Phone: (909) 599-7054 Phone: (480) 835-6886 Expiration Date: DESCRIPTION OF WORK: INTERIOR TENANT IMPROVEMENT, NEW STORFRONT, NEW GYP BOARD, NEW LIGHTS, NEW INTERIOR PARTITIONS, NEW WALL & FLOOR FINISHES, MODIFY EXISTING ACCESS TOILET ROOM Project Valuation: $130,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: Fees Collected: $3,007.72 Type of Construction: IIB Occupancy per IBC: M Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: 2012 2012 2012 2012 International Fuel Gas Code: WA Cities Electrical Code: WA State Energy Code: 2012 2014 2012 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 No Permit Center Authorized Signature: I hearby certify that I have read an provisions of law and ordinances go exam ernin Date: ed this permit and know the same to be true and correct. All this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: ,a Print Name: ��� 44'4Y,l /l/ d// - Date: / —/j 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: 24: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 4: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or Tess. (IFC 906.3) (NFPA 10, 5.4) 1: 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) 2: 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) 3: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3) 5: 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) 6: 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) 7: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 8: 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) 9: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 10: Every exit sign and directional exit sign shall have plainly legible letters not Tess than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.6) 11: Aisles and aisle access ways serving as a portion of the exit access in the means of egress system shall comply with the requirements of this section. Aisles or aisle access ways shall be provided from all occupied portions of the exit access which contain seats, tables, furnishings, displays and similar fixtures or equipment. The required width of aisles shall be unobstructed. (IFC 1017.1) 12: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1011.6.3) 13: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.3.1) 17: 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) 15: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 14: 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 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). 18: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2437. (ALL FIRE ALARM COMPONENTS TO BE TIED TO THE MAIN MALL FIRE ALARM PANEL.) 21: 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) 19: Local U.L. central station supervision is required. (City Ordinance #2437) 20: 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) 22: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 23: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 25: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.9 of the International Building Code. 26: Post address on storefront per approved Westfield standards. 16: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 27: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes 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. 29: ***BUILDING PERMIT CONDITIONS*** 30: 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. 31: 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. 32: New suspended ceiling grid and Tight fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 33: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be Iaterially braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 34: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 35: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 36: Special inspection for sprayed fire-resistant materials applied to structural elements and decks is required. Special inspections shall be based on the fire -resistance design as designated in the approved construction documents. 37: 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. Periodic special inspection is required during anchorage of storage racks 8 feet or greater in height. 38: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 39: 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. 40: 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). 41: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 42: 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. 43: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0502 LATH & GYPSUM 0406 SUSPENDED CEILING CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. Project No. 1-1-- op I Date Application Accepted: Date Application Expires: (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: IO3I Socin4ccoT 1. Tenant Name: .S1ib61444 PROPERTY OWNER Name: , fe5TFIE_O Address: L i OI Li l`5 hiZ p, Lvo City:1,0s a344 � State:44 Zip:9 ODZ5, CONTACT PERSON — person receiving all project communication Name: eR.UC.6 NIARTGNi Address: 1640 VJA PALai-iAlte-S City: j D I F'LA3 State: cA Zip:917 7 3 Phone:9 ,s9c .70 Fax: Email: (36, _ Pock e L.12_017. rut. GENERAL CONTRACTOR INFORMATION Company Name: Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: H:\Applications\Forms-Applications On Line \2011 Applications\Pcrmit Application Revised - 8-9-1 I.docx Revised: August 2011 bh King Co Assessor's Tax No.: Suite Number: 4 Z0 Floor: New Tenant: ❑ Yes ..No ARCHITECT OF RECORD Company Name: Architect Name: 1;140 it, A • v" k.° 0Address: (188i 113" WAY City�‘..s,ITS PALE State: A Zip: ss 2 S` Phone: .614..3s Fax: LL Email: okomotavc'' 11 0wQ GO)O. evir. ENGINEER OF RECORD 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: ' ff , - c L L C Address: I1 7 77 56 di,-t, o f ol_448' 4vE City: oai TikI'Lio State: CA Zip:ei 17 % i Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 GAO Valuation of Project (contractor's bid price): $ 13D10OO Existing Building Valuation: $ Describe the scope of work (please provide detailed information): IN-reuor L T.T. - 004 sitecniouri Na4 4‘40. ctr 1.1 c4C4rs, t.1a14 to-re‘4OO. f 1 fl1owsime-L1 WALL. 4 fiGot_FIkJiswE31 1-1001T-cr AOSTIxIc AGcE 5 Z 1 iLantri Will there be new rack storage?es D.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC l st Floor 4062 4OC 2. /PR .41cLeItoD V -8 iwi 2"d 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? ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Nr Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes. No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-I l.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 CERTIF• HAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PER BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 Signature: � Q Print Name: �,�1,") CC' Vhi P S Day Telephone: clog. 5 lg.-70 r THORIZED AGENT: Date: e5•Il• ' f Mailing Address: l6 4o ' ►,a 1>A LO AR I"3 1> c a 0141'7 City State Zip H:\ApplicationsWorms-Applications On Line \2011 Applications\Pcrmit Application Revised - 8.9-1 I.docx Revised: August 20I I bh Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY I PAID PermitTRAK $3,175.34 -, D14-0271 Address: 1031 SOUTHCENTER MALL Apn: 9202470010 $1,859.43 DEVELOPMENT $1,771.10 PERMIT FEE R000.322.100.00.00 0.00 $1,766.60 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $88.33 TECHNOLOGY FEE R000.322.900.04.00 0.00 $88.33 EL14-0799 Address: 1031 SOUTHCENTER MALL Apn: 9202470010 $842.94 ELECTRICAL $802.80 PERMIT FEE MULTI-FAM/COMM I R000.322.101.00.00 0.00 $802.80 TECHNOLOGY FEE $40.14 TECHNOLOGY FEE R000.322.900.04.00 I 0.00 $40.14 M14-0165 Address: 1031 SOUTHCENTER MALL Apn: 9202470010 $472.97 MECHANICAL $450.45 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $32.50 PERMIT FEE R000.322.100.00.00 0.00 $417.95 TECHNOLOGY FEE $22.52 TECHNOLOGY FEE R000.322.900.04.00 0.00 $22.52 TOTAL FEES PAID BY RECEIPT: R3274 $3,175.34 Date Paid: Thursday, October 09, 2014 Paid By: HINKLE CONSTRUCTION Pay Method: CREDIT CARD 05115G Printed: Thursday, October 09, 2014 3:18 PM 1 of 1 C'SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS I PermitTRAK ACCOUNT I QUANTITY I PAID $1,461.60 D14-0271 Address: 1031 SOUTHCENTER MALL Apn: 9202470010 $1,148.29 DEVELOPMENT $1,148.29 PLAN CHECK FEE R000.345.830.00.00 0.00 I $1,148.29 EL14-0799 Address: 1031 SOUTHCENTER MALL Apn: 9202470010 $200.70 ELECTRICAL $200.70 PLAN CHECK FEE R000.345.832.00.00 0.00 $200.70 M14-0165 Address: 1031 SOUTHCENTER MALL Apn: 9202470010 $112.61 MECHANICAL $112.61 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R2873 R000.322.102.00.00 0.00 $112.61 $1,461.60 Date Paid: Friday, August 15, 2014 Paid By: AMIR SHIEKH SHIEKH SHOES Pay Method: CREDIT CARD 00537G Printed: Friday, August 15, 2014 2:54 PM 1 of 1 CPWSYSTEMS INSPECTION'NO. INSPECTION RECORD Retain a copy with permit, )14,)7171 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd,, #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 ProjectL.\ s L. 6 es 'Type : 1 i i K of inspection: Address:. SC M Ad i Date Calied: Special Instructions: Date Wanted: I ( - 7 (1) Cttl,e° - /4 p.m. Requester: Phone No: 121Appmved per applicable codes. 0 Corrections required prior to approval. COMMENTS: ner k (T. PAP 7 L Date: 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 0/' —Q :7( INSPECTION NO. PERM!T NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Cki eProject: /`� ( k�a1C Type of Inspection: 17),.) 7 ice, 1Z-i -1,tif Address: 31 5( i n Date Called: / Special Instructions: Date Wanted: - ��:mi, a.m. Requester: Phone No: Approved per applicable codes. El Corrections required prior to approval. COMMENTS: d' ('6 / 3 d !4`.y s - s tJ : e 1) („Di,,(e-rc A• fes3 -r-) 3 % S ?ail ) c 1-1 fit 4 JA t ) -frd' -Q.Jf.`/1 ice_ ..._,A C C-4 s r ( 3.1/t fe S J.-)4(a) Iz e e G f es' i m i .s " a is u.141 i ,• 4- r ;G / k JJ 12 _.,0rrs 6eisr Inspector: Date:1 i /,j 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 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 i)14-f-rtra Project; i.,.. 0 1-'ly‘ ,,, i) ..5 Type of Inspection: , Address: r)(iry st- AA a a.-- 0 tie -Called: Spetial 1 uctions; ' \ Date Wanted: a.m. I ( - 7A- 14 "In - Requester: Phone No: ViApproved per applicable codes. COMMENT ElCorrections required prior to approval. Inspeeor: Date: REINSPECTIONTEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Btvd.. Suite 100. Call to schedule reinspection. D(4-©27I INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISIONifi 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 INSPECTION RECORD Retain a copy with permit Project: , f Type of Inspection: T Address: D 3 t 5c Aft.01 Date Called: 6: 1 .16 C Special Instructions: i Date Wanted: /1 - /`7 -"am._ /4 pm. Requester: Phone No: Ei j"'� Approved per applicable codes. t�A Corrections required prior to approval. COMMENTS: j .P...) A 0 o SP_JuM —'1 s (Lry OLA-`- 'P - PC n A-'t1-\ 3f f— /CSf 1 / (5e1( Inspector: Date: 1 � ` `�.�' ✓ ( ,�j REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1)14-02-11 INSPECTION NO. PERMIT NO. /I CITY OF TUKWILA BUILDING DIVISION (�/V� 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 INSPECTION RECORD Retain a copy with permit Project: .5K, e.P/ C 6 5 Type of Inspection:.. tf A , AG Address: fn3 ! S( M f Date Called: Special Instructions: r Date Wanted: II a.m. f e_� �-( Irrs,, Requester: /1'2fj( Phone No: q �f 02_— k e?. W( l ElApproved per applicable codes. El Corrections required prior to approval. COMMENTS: l Of I_ 0 , . r' e_-. ; , , .-) ,T ,0 3 rb (to i_<J/\l , _S Uf ((FTS _54/�7e-T i `)J c-,- ' (C.7-, 1?-3 6 'I-4- 7- 46--6 e_lC r--,.. lnspt.ctor Date:10 �i j (4 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Cali to schedule reinspection. �tl 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 Project:, � � � Type of nspection: Address: ' (f2 J ( .( M4—(t Date Called: Special Instructions: i Date Wanted: / a- z_/- (4 cirri: P.m. Requester: Phone No: C.tvim-- ? 6 --2? 7 ElApproved per applicable codes. O Corrections required prior to approval. COMMENTS: // r N i P e /5 # P , t r ' 1-. t (a) 4C J'k--- q" ( ,^ F. C - N o Af)cf3 Inspect - L Date: n REINSPECTION FEE REQUIRED. Prior tonext inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: J Sty' . k , _, { A �/Yeh T e of nspectio - tt Address: /o3 / , Suite #: C.., Ail kl,1_ Contact Perso Special Instructions: Phone No.: IX...Approved per applicable codes. orrections required prior to approval. COMMENTS: 5) '5"‘11L, - 0K 1 .54. , L L .a r A-Cl Ar' 4 (i)L2_s--e Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: i Inspector:/` —\ , --- Date: ,r//9///V 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 INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER big - l 1/ - C - PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: S'Ai?.k.� ()D€S Type of Inspection: 7?( 00,0-er' Address: / 3 ( 5- . C. (74,44L Suite #: Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: (')< - To �qc1-Q.- Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Date: 4,%7/jV Hrs.: t / / $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: Address: Company Name: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 ENW STRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. SOUTHCENTER WESTFIELD SHIEKH SHOES LEVEL ONE - #420 986 Southcenter Mall, Tukwila, WA 98188 103� STRUCTURAL CALCULATIONS FOR STOREFRONT REMODEL REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 9 2014 City of Tukwila BUILDING DIVISION ��ptx sots sta ah,6 M L�G� ab\oavt ply— 0017 2012 International Building Code August 8, 2014 ENW Project No. 88067008 RECEIVED CITY OF TUKWILA AUG 1 5 2014 PERMIT CENTER • 9725 Third Avenue NE . Seattle, WA 98115 • 206.525.7560 . fax 206.522.6698 www.engineersnw.com { ENWENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS p, Q 9725 THIRD AVE NE, SUITE 207, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 pO PROJECT # C° PROJECT S l g 14 S /40 G o DATE / 81O, li SUBJECT STOP-6 r1-2-jSHEET 1 OF BY D.C-sicbso LDS 1 EoCC LI vG 14oz. i g s% &?sr 410 ALUt loNt4 SikEer METAL In,SVCATIF LS psr IS PS r PSt PI Sr 1av�Tr�6 \J -4 ENWENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS 9725 THIRD AVE NE, SUITE 207, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT # 6b°0-009) PROJECT 5 44 I 61414 °O DATE SUBJECT S7D2 Efr2-01\11" SHEET OF BY --1 sxacFricla 13,0" 8 1 4/ 110ff .. . ... T S L. mo,y, 1 1 -L .......... D 4- 1 551- Pt-f. 04- a - 4-9 0 * .5E6 xrtArOliG ... P .......... ,S7012. 6, Ve001 T GO (AA ......... .......... ....... ......... ........ ......... .. ...... Gq`a ( C12061 6J11\SPgL Ol.)11P0 it 4<i SEE kr-r4 )vA-SPGZ„,. PU ......... ......... ...... .• ... • • ..... ........ ......... .......... ........ 2007 NASPEC Project: Shiekh Shoes Model: Date: 03 8/8/2014 :M itjbA). R1 7.83 ft R2 12.33 ft Section : (2) 600S162-54 Boxed C Stud (X-XAxis) Maxo = 5054.2 Ft -Lb Moment of Inertia, I = 5.721 inA4 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Flexural and Span Left Span Center Span Right Span Deflection Check Mmax Ft -Lb 2012.7 2012.7 2012.6 Combined Bending Reaction or Pt Load R1 R2 R3 R4 Combined Bending Reaction or Pt Load R1 R2 R3 R4 7 R3 7.83 ft Fy = 50.0 ksi Va = 5645.8 lb Mmax/ Mpos Bracing Ma(Brc) Mpos/ Maxo Ft -Lb (in) Ft -Lb Ma(Brc) 0.398 721.3 None 5054.2 0.143 0.398 1408.0 None 5054.2 0.279 0.398 721.2 None 5054.2 0.143 and Web Crippling Load P(Ib) 448.0 2071.6 2071.6 448.0 Brng Pa Pn (in) (Ib) (Ib) 1.00 1197.9 2096.3 1.00 2590.5 '4274.3 1.00 2590.5 4274.3 1.00 1197.9 2096.3 and Shear Vmax Mmax (Ib) (Ft -Lb) 448.0 0.0 1109.7 2012.7 1109.7 2012.6 448.0 0.1 Va Factor 1.00 1.00 1.00 1.00 VNa 0.08 0.20 0.20 0.08 Mmax (Ft -Lb) 0.0 2012.7 2012.6 0.1 M/Ma 0.00 0.40 0.40 0.00 Intr. Value 0.19 0.68 0.68 0.19 Unif Ld lb/ft R4 Deflection (in) Ratio 0.016 U5843 0.163 U907 0.016 U5838 Intr. Unstiffen 0.01 0.20 0.20 0.01 Stiffen Req'd ? No No No No Intr. Stiffen NA NA NA NA 2007 NASPEC Project: Shiekh Shoes Date: 8/8/2014 Model: SECTION DESIGNATION: (2) 600S162-54 (50) Boxed C Stud INPUT PROPERTIES: Web Height = Top Flange = Bottom Flange = Stiffening Lip = Punchout Width = OUTPUT PROPERTIES: 6.0000 in 1.6250 in 1.6250 in 0.5000 in 1.5000 in Effective Section Properties, Strong Axis Neutral Axis from Top Fiber (Ycg) Moment of Inertia for. Deflection (Ixx) Section Modulus (S)x) Allowable Bending Moment (Ma) Gross Section Properties of Full Section, Strong Axis Neutral Axis from Top Fiber (Ycg) Moment of Inertia (Ixx) Cross Sectional Area (A) Radius of Gyration (Rx) Section Properties, Weak Axis Gross Moment of Inertia (Iyy) Radius of Gyration (Ry) Other Section Property Data Member Weight per Foot of Length Allowable Shear Force In Web (Unpunched) Allowable Shear Force In Web (Punched) Pao for use in Interaction Equation C5-2 Warping Torsional Properties a Sxx(lip) (in^3) (in^3) 76.7 2.1903 Wn(1) (in^2) 3.7421 Wn(2) (in^2) 2.6893 Wn(3) (in^2) -1.9715 Steel Thickness = Inside Corner Radius = Yield Stress, Fy = Fy With Cold -Work, Fya = Punchout Length = Wn(4) (in^2) 1.9715 Location (1) and (6) are tip of compression and tension lip respectively Location (2) and (5) are flange/lip corner of compression and tension side respectively Location (3) and (4) are flange/web corner of compression and tension side respectively Wn(5) (in^2) -2.6893 0.0566 in 0.0849 in 50.0 ksi 55.3 ksi 4.0000 in 3.0483 in 5.7208 in^4 1.8310 in^ 3 5054.24 Ft -Lb 3.0000 in 5.7208 in^4 1.1127 in^2 2.2675 in 1.9938 in^4 1.3386 in 3.7862 Ib/ft 5645.77 Ib 3894.81 Ib 17041 Ib Wn(6) (in^2) -3.7421 11 2007 North American Specification ASD DATE: 8/8/2014 SECTION DESIGNATION: 362S162-33 [33] (2) Boxed Section Dimensions: Web Height = 3.625 in Top Flange = 1.625 in Bottom Flange = 1.625 in Stiffening Lip = 0.500 in Inside Corner Radius = 0.0765 in Punchout Width = 1.500 in Punchout Length = 4.000 in Design Thickness = 0.0346 in Steel Properties: Fy = Fu = Fya = 33.000 ksi 45.000 ksi 33.000 ksi ALLOWABLE AXIAL LOADS INPUT PARAMETERS Overall Stud Length = 12 ft Load has not been modified for Toad type or duration Member Configuration: (2) BOXED MEMBERS TOTAL ALLOWABLE AXIAL LOADS (lb) WEAK AXIS MAXIMUM CONCENTRIC BRACING KUr LOADING NONE 117 3710 MID Pt 99 4367 THIRD Pt 99 4367 Note: For (2) Boxed Members, Individual Members Must be Adequately Interconnected City of Tukwila Department of Community Development September 25, 2014 BRUCE MARTENEY 1640 VIA PALOMARES SAN DIMAS, CA 91773 RE: Correction Letter # 2 DEVELOPMENT Permit Application Number D14-0271 SHIEKH SHOES - 1031 SOUTHCENTER MALL Dear BRUCE MARTENEY, Jim Haggerton, 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: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (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. (BUILDING REVIEW NOTES) 1. The suspended ceiling details and information sheet provided is more specifically for acoustical tiles. The plans calls for a gypsum board suspended ceiling system. A gyp board ceiling grid materials and design is different than the acoustical ceiling systems for designed weight and assembly. For example Armstrong ceiling systems have different specifications for suspended "Drywall Grid Systems". Provide an engineered design with details and specifications for suspended gyp board type ceiling system. Include a detail for seismic joints with this type of ceiling. In addition the code references shown refer to 2007 CBC (California codes) and the UBC. Revise all code references and language to show construction shall comply with 2012 International Building Codes (IBC) and City of Tukwila area seismic zone. 2. Provide a detail for the recessed lights as shown on the reflective ceiling plan. Detail shall show how all ceiling light fixtures are seismically secured (sales and storage areas). 3. Sheet S1.1, General Note Description #1 Refers to Costco Wholesale. This should read Westfield Mall or Southcenter Mall. For your information only, notes have been redlined on the plan. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) 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. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 If you have any questions, I can be reached at 206-431-3655. Sincerely, •-)4-1,4) Bill Rambo Permit Technician File No. D14-0271 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 STRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. September 16, 2014 CITY OF TUKWILA 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 Attn: Allen Johannessen Re: Shiekh Shoes —1031 Southcenter Mall Storefront Remodel - Building Department Permit Comment Response Permit Number: D14-0271 Mr. Johannessen, The following is the structural response to the permit comments for the above referenced project. The response numbers correspond to the plan permit comment numbers in the letter dated 08/20/14 by the City of Tukwila. 4. See sheet S1.1. I have revised the general notes and remove the special inspection section as none is needed. There is no welding for this project. See attached structural drawing, I have updated the drawing with revision #1; permit resubmittal. Please feel free to contact me if you have any questions or concerns. Sincerely, ENGINEERS NORTHWEST, INC. P.S. rco Orejuela Quintarfa, E.I.T. Project Manager Attachments MO:bs ENW Job No. 88067008 We get buildings built. Dig-o��► • 0 CORREVIOfV LTR# (( RECEIVED CITY OF TUKWILA SEP 17 2014 PERMIT CENTER 0 9725 Third Ave NE, Suite 207 • Seattle, WA 98115 206.525.7560 • fax 206.522.6698 www.engineersnw.com City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director September 11, 2014 Bruce Marteney 1640 Via Palomares San Dimas, CA 91773 RE: Correction Letter #1 Development Permit Application Number D14-0271 Shiekh Shoes —1031 Southcenter Mall Dear Mr. Marteney, 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 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) 431-3670. Sincerely, -ItO (-V Bill Rambo Permit Technician File No. D14-0271 W:\Permit Center\Correction Letters\2014\D14-0271 Correction Letter #1.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: August 20, 2014 Project Name: Shiekh Shoes Permit #: D14-0271 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 1 1x17 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.) (BUILDING REVIEW NOTES) 1. Please provide an egress plan for this tenant that clearly identifies all common paths of egress leading to the exit discharge. Emergency illumination shall be provided along the common paths of egress and shall have at least an average 1 foot-candle and a minimum at any point of 0.1 foot candle measured along the path of egress at the floor level. Emergency lighting shall also be required at exterior landings for exit discharge doorways where two or more exits are required. (IBC 107.2.3 & Section 1006) 2. On the egress plan show the corridor for exiting and where it leads to an exterior exit. 3. Building code notes refer to Seattle amended codes for compliance. Remove all Seattle references. Codes for Tukwila shall comply with 2012 International Building Codes and other related International codes including 2012 Uniform plumbing codes; National Electrical codes are 2011. Also the Accessibility codes shall refer to 2009 ICC/ANSI A117.1 accessibility codes. All codes shall comply with Washington State Amendments. 4. The special inspection notes on S 1.1 are a little vague. Provide special inspection table outlining the specific special inspections required. Welding shall be done by a WABO certified welder in the State of Washington. PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D14-0271 PROJECT NAME: SHIEKH SHOES DATE: 10/01/2014 SITE ADDRESS: 1031 SOUTHCENTER MALL Original Plan Submittal X Response to Correction Letter # 2 Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: poN)6# Building Division J Public Works Fire Prevention Structural Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: 10/07/14 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Notation: 9-ichtirs DUE DATE: 11/04/14 Approved with Conditions,V‘ Denied (ie: Zoning Issues) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D14-0271 DATE: 09/17/14 PROJECT NAME: SHIEKH SHOES SITE ADDRESS: 1031 SOUTHCENTER MALL Original Plan Submittal Revision # X Response to Correction Letter # 1 Revision # before Permit Issued after Permit Issued DEPARTMENTS: AT ColtrV._ 614gpv-V4 Building Division LEIF Public Works Fire Prevention Structural Planning Division Permit Coordinator El PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 09/18/14 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: DUE DATE: 10/16/14 Approved Corrections Required Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only 1 CORRECTION LETTER MAILED: G� 6 %4S `"L 14 Departments issued corrections: Bldg— Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D14-0271 DATE: 08/15/14 PROJECT NAME: SHIEKH SHOES SITE ADDRESS: 1031 SOUTHCENTER MALL X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: Buildincoti-ft-o4-9-0-[ g Division ass » A- a-' I Public Works Fire Prevention Structural C p'_ Planning Division Permit Coordinator II PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 08/19/14 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 09/16/14 Approved ❑ Approved with Conditions ❑ Corrections Required Denied (corrections entered in Reviews) ' (ie: Zoning Issues) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only i CORRECTION LETTER MAILED: —' Departments issued corrections: Bldg !1 Fire ❑ Ping ❑ PW 0 Staff Initials: 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: D 14-0271 ❑ Response to Incomplete Letter # ® Response to Correctioh Letter # 2 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Shiekh Shoes Project Address: 1031 Southcenter Mall Contact Person: Sg(JCE MA4EI4E Phone Number: 701 • S°11. 7c Si - Summary of Revision: I. 1 iiSGE) .5'14€aT A - 2.1 ib sbie.l..l ARC-t3-rP4 Jg1 I..IoRc.D WOO T 3 8q,o0 S&.ai3 'TAT ids a 14.rece.teo 2 . PPot/ Deo DTI/, -2-, 3. Reious9 cos''Tc.o REVCO-Ellc-C # c 74''°'`1c Et> 1 o soc c.EuTi 1. t')4LL.. RECEIVED CITY OF TUKWI J OCT 0 1 2014 PERMIT CENTER Sheet Number(s): A, 2 t." 2. I I s I. 1 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila P-rmlIit Center by: Entered in TRAKiT on 0 l `� \applications\forms-applications on Iine\revision submittal Created: 8-13-2004 Revised: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Q • t 4, • 141` Plan Check/Permit Number: D I4-0271 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building inspector or Plans Examiner ^rTI of EZIERflu ZIP 17 20v; 41MiT CENTER Project Name: Shiekh Shoes Project Address: 1031 Southcenter Mall Contact Person: ARTeWel Phone Number: 9O9. S9' . ZoS' Summary of Revision: 1. 'f VLp1W iJE 4 $ EZT sc. -1-- c4Tess d t lj wares 1-474541Ao fit,? !RE!REID Lta, H > N AcT'l c ii Le/ LS . 2 , SKoLJLJ eaa act -1 3. 14,11- BU t trA l v ci e..v'DE3 c-a,) c. /e. s bt-EE"t"' 4 , 'pv isa a tz.AL i.i ri 3 oU S 1.1 .4 Tote 3Przsr t AL 14sPE oi,j SECT'ioo A 1304C i S iJ mo , '1"1+i is lJ o t..J cuo 1'J 5 c3 Sheet Number(s): C-0401. 6 _ 1 "Cloud" or highlight all areas of revision including date of revisipn Received at the City of Tukwila Permit/Center by: Entered in TRAKiT on (�?/ / 2//(/ A lapplications\forms-applications on Iine\revision submittal Created: 8-13-2004 Revised: HINKLE CONSTRUCTION INC Page 1 of 2 Washington State Department of Labor & Industries HINKLE CONSTRUCTION INC Owner or tradesperson HINKLE, JACKIE E Principals HINKLE, JACKIE E, PRESIDENT HINKLE, FRANCES S, VICE PRESIDENT WA UBI No. 602 843 933 1905 N WILLIAMS MESA, AZ85203 480-835-6886 Business type Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. HINKLCI915NG Effective — expiration 08/07/2009— 08/07/2015 Bond American Contractors Indem CO Bond account no. 100093672 $12,000.00 Received by L&I Effective date 08/05/2009 08/05/2009 Expiration date Until Canceled Insurance Mt Hawley Ins Co $1,000,000.00 Policy no. 2788339/001 Received by L&I Effective date 12/12/2013 11/19/2013 Expiration date 11/19/2014 Insurance history Savings 6Ae, Oaf) C7 https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602843933 &LIC=HINKLCI915NG&SAW= 10/13/2014