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HomeMy WebLinkAboutPermit D15-0209 - YITA LLC - STORAGE RACKSVITA LLC 1073 ANDOVER PARK E D15-0209 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.Rov DEVELOPMENT PERMIT Parcel No: 2623049106 Permit Number: D15-0209 Address: 1083 ANDOVER PARK E Issue Date: 9/1/2015 Permit Expires On: 3/15/2016 Project Name: YITA LLC Owner: Name: CBRE INC Address: 20415 72ND AVE S #210 C/O STOCKBRIDGE CAPITAL GP, KENT, WA, 98032 Contact Person: Name: MIKE SORENSON Address: 1100 SW 7TH ST, RENTON, WA, 98057 Contractor: Name: NORTH WEST HANDLING SYSTEMS IN Address: 1100 S.W. 7TH STEET , RENTON, WA, 98055 License No: NORTHWH275JF Lender: Name: SELF FUNDED - YITA LLC Address: "I , DESCRIPTION OF WORK: Phone: (206) 818-4488 Phone: (206) 255-0500 Expiration Date: 10/9/2015 SUPPLY & INSTALL NEW AND USED RACKING. PLEASE SEE ATTACHED DRAWING, ENGINEERING & SUPPLEMENT FOR COMPLETE DETAILS Project Valuation: $5,400.00 Fees Collected: $357.94 Type of Fire Protection: Sprinklers: YES Fire Alarm: Type of Construction: VB Occupancy per IBC: S-2 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: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-466: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: No Permit Center Authorized Signature: Date: j, 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. 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: s Date: Print Name: rC/7 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: 15: 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) 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: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 5: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 6: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 7: 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. 8: 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. 9: 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) 10: 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) 11: 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) 12: 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 7S' or less. (IFC 906.3) (NFPA 10, 5.4) 13: Maintain fire extinguisher coverage throughout. 14: 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) 16: Clearance between ignition sources, such as light fixtures, heaters and flame -producing devices, and combustible materials shall be maintained in an approved manner. (IFC 305.1) 17: Where storage height exceeds 15 feet and ceiling sprinklers only are installed, fire protection by one of the following methods is required for steel building columns located within racks: (a) one -hour fire proofing, (b) sidewall sprinkler at the 15 foot elevation of the column, (c) ceiling sprinkler density minimums as determined by the Tukwila Fire Prevention Bureau. (NFPA 13-16.1.4) 18: Storage shall be maintained 2 feet or more below the ceiling in nonsprinklered areas of buildings or a minimum of 18 inches below sprinkler head deflectors in sprinklered areas of buildings. (IFC 315.3.1) 19: Flue spaces shall be provided in accordance with International Fire Code Table 3208.3. Required flue spaces shall be maintained. 20: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 21: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL" w 60 1700 BUILDING FINAL" 1400 FIRE FINAL 4046 SI-EPDXY/EXP CONC 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.Rov Parcel No: Address: Project Nan Owner: e Name: Address: DEVELOPMENT PERMIT 2623049106 Permit Number: D15-0209 1073 ANDOVER PARK E Issue Date: 9/1/2015 Permit Expires On: 2/28/2016 YITA LLC 4 � Contact Person: CBRE INC 20415 72ND AVE S #210 C/O STOCKBRIDGE CAPITAL GP, KENT, WA, 98032 Name: MIKE SORENSON Address: 1100 SW 7TH ST, RENTON, WA, 98057 Contractor: Name: NORTH WEST HANDLING SYSTEMS IN Address: 1100 S.W. 7TH STEET, RENTON, WA, 98055 License No: NORTHWH275JF Lender: Name: SELF FUNDED -YITA LLC Address: , , , Phone: (206) 818-4488 Phone: (206) 255-0500 Expiration Date: 10/9/2015 DESCRIPTION OF WORK: SUPPLY & INSTALL NEW AND USED RACKING. PLEASE SEE ATTACHED DRAWING, ENGINEERING & SUPPLEMENT FOR COMPLETE DETAILS Project Valuation: $5,400.00 Fees Collected: $357.94 Type of Fire Protection: Sprinklers: YES Fire Alarm: Type of Construction: VB Occupancy per IBC: S-2 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: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-466: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Public Works Activities: Channel ization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: No I Permit Center Authorized Signature: Date: ` 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. 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: Print Nam Date: 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: 15: 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) 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: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 5: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 6: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 7: 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. 8: 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. 9: 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) 10: 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) 11: 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) 12: 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 less. (IFC 906.3) (NFPA 10, 5.4) 13: Maintain fire extinguisher coverage throughout. 14: 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) 16: Clearance between ignition sources, such as light fixtures, heaters and flame -producing devices, and combustible materials shall be maintained in an approved manner. (IFC 305.1) 17: Where storage height exceeds 15 feet and ceiling sprinklers only are installed, fire protection by one of the following methods is required for steel building columns located within racks: (a) one -hour fire proofing, (b) sidewall sprinkler at the 15 foot elevation of the column, (c) ceiling sprinkler density minimums as determined by the Tukwila Fire Prevention Bureau. (NFPA 13-16.1.4) 18: Storage shall be maintained 2 feet or more below the ceiling in nonsprinklered areas of buildings or a minimum of 18 inches below sprinkler head deflectors in sprinklered areas of buildings. (IFC 315.3.1) 19: Flue spaces shall be provided in accordance with International Fire Code Table 3208.3. Required flue spaces shall be maintained. 20: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 21: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL" w 59 1400 FIRE FINAL 4046 SI-EPDXY/EXP CONC CITY OF TUKWILA Community Development Department • Public Works Department • Permit Center 6300 Southcenter Blvd., Suite 100 Tuk)vila, WA 98188 htto://www.TukwilaWA.p,ov SITE LOCATION Building Permit No. Project No. 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** King Co Assessor's Tax No: ,, Site Address: W 7 nJave.r Pic • � w/ CL • Suite Number: •) 1 Floor: Tenant Name: �% i s New Tenant: Yes ❑..No PROPERTY OWNER Name: Address: y 15- 72 A."R S 4L a 10 City: KcIlIk State: LI�4Zip:?9V3 CONTACT PERSON — person receiving all project communication Name: © ~ SO 'n Address: t ( o() S jV City: �.� State: �� Zlip Phone:do6 „��g 7Yo 0 Fax: ap!%�S• Email: onSor'e►xSonG2 en GENERAL CONTRACTOR INFORMATION Company Name: k)"k, W W.sl /" 4 r, Address: /too Sw 7 � S � City: '� h� ~� State: 4,4- Zip S-• Phone: OS?tr Fax: G y -,oL Contr Reg No AAA 97YTF Exp Date 9 / S Tukwila Business License No.: v 5 - dq 1 �0[ 1 RCHITECT OF RECORD Co any Name: Architec ame: Address: City: State: Zip: Phone: ENGINEER OF RECORD Company Name,R Q(6 Engineer Name: /__ ^ tj d�4 Address: l CU City: /" i ��4— State: � p Zip Phonee:g(c�� 3� Fax:,// 38/� Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Address: �O �L- City: State: Zip: H:\Applications\Forms-Applications On Line\2011 ApplicationsTermit Application Revised - 8-9-1 Ldocx Revised: August 2011 bh Pagel of 4 BUILDING PERMIT INFORMATION - 206-431-3670 Valuation of Project (contractor's bid price): $ 5-1 YOO Existing Building Valuation: $ �- Describe the scope of work (please provide detailed information): , Will there be new rack storage? Yes ❑.. No If yes, a separate permit and plan submittal will be required. provide All BaiMing Areas is Square Footage Below - - - - - - Existing - - Interior Remodel - - Addition to Existing Structure - -- - - New -- -. Type of Coion per IBC Type of Occupancy per IBC I* Floor a D� 000 Floor 3 Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Dock Uncoveird Deck PLANNING DIVISION: k,` 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? El ....... Yes [/o If "yes", explain: FIRE PRO TION/HAZARDOUS MATERIALS: Sprinklers ❑ ....... Automatic Fire Alarm ❑ .......None ❑ .......Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑....... Yes [j;-`-No /f `yes', attach list ofmaterials and storage locations on a separate 8-112"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 ApplicationsTermit Application Revised - 8-9.1 Ldocx Revised: August 2011 Page 2 of 4 bh PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Date: 9I7�� Print Name: 'A eke Day _Telephone: ,,20 �L6 7 T O CJ Mailing Address: r/149 a SW 7 City State Zip H:\Applications\Forms-Applications On Line\201 I ApplicationsTermit Application Revised - 8-9-1I.docx Revised: August 2011 Page 4 of 4 bh DESCRIPTIONS PermitTRAK ACCOUNTQUANTITY PAID $357.94 D15-0209 Address: 1073 ANDOVER PARK E Apn: 2623049106 $357.94 DEVELOPMENT $347.54 PERMIT FEE R000.322.100.00.00 0.00 $207.90 PLAN CHECK FEE R000.345.830.00.00 0.00 $135.14 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $10.40 TECHNOLOGY FEE TOTAL R000.322.900.04.00 0.00 $10.40 Date Paid: Tuesday, August 18, 2015 Paid By: MICHEAL SORENSON Pay Method: CREDIT CARD 04335C Printed: Tuesday, August 18, 2015 10:39 AM 1 of 1 rpSY57EM5 I r'Zo ) INSPECTION RECORD 1pls--1-v�-70L7 Retain a copy with permit CTION N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type (ns ection: r �f ( ( Ad ess: 610 Date Calle . Special Instructions: Date Wanted: a.m. — Z �� p.m. Requester: GkegrP- 'ry Phon N 7 70 1Inspector: � 1Dat�} REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z INSPECTION RECORD Retain a copy with permit b(5 INSPKZON 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 Pr j ct: �` � Type of Irlsp��ion: � Ad s: 3 to d8t— n � Date Called: Special Instructions: Date Wanted:Jj (s a.m. �l — p.m. Requ ter: Phone o: Z-S- ?7� Inspector: Date�p El REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD 1Jr.5 - - r) J c} r Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Typ`e> of Inspection: Address: /0 P- 3 r, �0�^ Contact Person: Suite #: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: k4-r f rar a U �� /� r C . C.- Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 1/�— ,)- Date: I Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. tsming AaaresS Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 Fireproofing Aggregates S h o t c r e t e Concrete Masonry Asphalt Roofing P i l i n g S t e e I S o i I s W o o d September 17, 2015 File No. 15-579 Building Official City of Tukwila Building Department 6300 Southcenter Blvd., #100 Tukwila, WA 98188 Project: Yita LLC Address: 1073 Andover Park E. Permit: D15-0209 A.A.R. TESTING LABORATORY, INC. CONSTRUCTION INSPECTION AND MATERIAL TEL nNG NATIONALLY ACCEPTED LA90RATORY This is to advise you that special inspections are completed on the above referenced project. The following inspection was required and a copy of our inspection report has already been forwarded to you. 1. Proprietary anchor bolt installation To the best of our knowledge all work inspected conformed to Tukwila Building Department approved plans, specifications, IBC and related codes and/or verbal or written instructions from the Engineer of Record. Sincerely, RECEIVED A.A.R. TESTING LABORATORY, INC. CITY OF TUKWILA SEP 17 2015 Kimberle Anderson PERMIT CENTER President CC: NorthWest Handling Systems, Inc. -Tony Johnson, Mike Sorenson Tel: (425) 881-5812 Fax (425) 881-5441 - 7126 180th Ave. NE - P.O. Box 2523 - Redmond, WA 98073 Field Report Report#: 64273 A A:R Testing laboratory .Inc. 712618,0,#h:Ave N E., ft* 80,-Suite G701„Redmond,,WA 9,0002 Client: NorthWest Handling Systems, Inc. Project Number: 15-579 1100 SW 7th St, Permit #: D15-0209 Renton, WA 98055-2939 Project Name: Yita LLC Contact: Tony Johnson Address: 1073 Andover Park E. Inspection Performed: Proprietary Anchors Date: 9/2/2015 Time: Temperature: ;ontractor installed (1) 1/2" diameter Hilti Kwik Bolt TZ conforming to ESR #1917. Anchor bolt per )ase plate as per approved design details and calculations. Each anchor was torqued to 45 ft. lbs. 3s required with calibrated torque wrench #132-H. RECEIVED CITY OF TUKWILA SEP 10 2015 PERMIT CENTER Distribution: © Distribute Client ❑ Distribute Contractor ❑ Distribute Engineer ❑ Distribute Owner Inspector: Young, Noah Q Distribute Municipality ❑ Distribute Other Reviewed by: Michele Guerrini ❑ Distribute Architect ❑ Distribute Other All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden w BY....... . G.....oHANiAN..... RAdK DEOIGN & ENGINEERING GAO. 8 3-15 412 IYEOT BROADWAY, OUM #204 SHEET NO.........�................ DATE............................... C LENDALE, dA. 91204 JOB NO....RD-18068 SUBJECT.......................... TEL:(818)240-3810 FAX:(818)240-3813 STRUCTURAL CALCULATIONS OF STORAGE RACKS FOR: YITA LLC 1073 ANDOVER PARK EAST TUKWILA, WA 98188 PER IBC 2012 SEC. 2209.1 ASCE 7-10 SEC. 15.5.3 RMI/ANSI/MH 1 6.1 :2008 STORAGE RACKS CAPACITY: 1500 # / LEVEL CALCS. 1 THRU 4 DRAWINGS: RD-18068 EXPIRES 12-26-15 rc VIUVED FOR CODE COMPLIANCE APPROVED AUG 2 8 2015 City of Tukwila BUILDING DIVISION b15---o'zo( RECEIVED CITY OF TUKWILA AUG 18 2015 PERMIT CENTER BY....... . G......OHAN!AN..... RAOK DE0I4N & ENGINEERING 00. 8 3-15 412 WET BROADWAY, UITE 204 SHEET NO........... ............... DATE .....- ......................... � (� # dLENDALE, dA. 91204 JOB NO....RD718068 SUBJECT ........................... TEL:(818)240-3810 FAX:(818)240-3813 c ".. 0 0 0 FRONT VIEW 4411 36" co H=1_�_ll SIDE VIEW BEAM DESIGN LOAD PER BEAM + 25% IMPACT LOAD _ (1.5 KX.88)+(0.8 KX.25) = 1.5— 0.8 K Ix =0.51 2 BEAMS Lq x _ _ x SX =.36 M= WI-2 2 = 9 .K 0 N 2 3/4' Fy =55 K5L S R= .27<.36 2 3/4" 4 345 x E =.52"< 180 = .53„ SEISMIC DESIGN V= S °s XI xW IBC 2012 SEC. 2209.1 Rx1.4 ASCE 7-10 SEC. 15.5.3, RMI/ANSI/MH 16.1:2008 S os =0.96 (USGS WEB SITE, "SITE CLASS D") 1=1 NO PUBLIC ACCESS R=6 MOM. CONN. RMI 2.6 AND 2.6.3 R=4 BRACED W=D.L.+ 3 PALLET LOAD LOAD PER COL. = 3x1 .5 K =2.2 K 2 COL. P=•2DL+ (2.2Kx0.75)=1.9K W=.2DL+ (2.2PLX0.67)= 1.7 K K LONGIT. '20 V = .29 K TRANS. LONGIT. SEISMIC .10K 1.9"K 0 v .07K 1.9"K 3.2"K 0 .03K 3.2`K 7.6"K 0 It .2 OK 0 BY....... . G......OHANiAN..... RACK DESIGN & ENWNEERINO CO. 8 3-15 412 APE T BROADWAY, UITE #204 SHEET NO........3............... DATE .....- ......................... LENDALE, dA. 91204 JOB NO....RD718068 SUBJECT ........................... TEL:(818)240-3810 FAX:(818)240-3813 COLUMN DESIGN 3"' M F 55 KSI KL=40x=55 Y— rx 1.2.2 Ae=.62 I x=.95 Ty KL= 36 =33 X --x Se=.6 t=.ono" rx =1.2 Mn =S, . Fy = 35 ry=1.1 COMBINED STRESS RATIO Pex=�F =60.0 C2c=1.8 �cP — C2b=1.67 ax=1— Pex .94 Cmx=.85 BASE PLATE ANCH. TENSION = 0 ANCHOR SHEAR = .20 K C2c.P + C2b.Cmx.M = 45<1 Pn Mn.ax (1)-1/2"O ANCHOR PER BASE PL., 3 1/4" EMB HILTI KWIK BOLT—TZ ESR-1917 SPECIAL INSPECTION IS REQUIRED MOMENT AT BEAM CONNECTION 5x.07x 1 x65=2.3 K 7/16"0 RIVET A = .1 Fy = 79 KSI Pa = .1 x79x.4 = 3 K BEARING CAPACITY OF COL. HOLE Ma = (2.3 Kx4")+(1.1 Kx2") = 1 1 .4 "K 3 PIN CONN. CONN. M=.01xw12= .7"K END M = 5.4 "K M = 6.1"K SEISMIC TOTAL Fe= Tr (K2XE2=97 rx 2 F n=F y(.658 A c )=43 'KSI Pn= Fn .Ae = 27.0 K 1.9K 1 A c = Fy /Fe = 0.75 Ac<1.5 to �I 3"x4 1/2"x1/8" �I BASE PLATE OOi0 r� .. - .. I L 3 5.4 'K 7.6 .K 5.4 .K j 1, BY....... ..:...OHANIAN DATE . 8.-3.-? 5............. SUBJECT ........................... OVERTURNING M0T=.29Kx2 x138"xO.66 =53"K COL. M R = 1.9 Kx36" = 68 "K NO UPLIFT RAdK DEOWN & ENOINEERINO d0. 412 WET BROADWAY, ourrE #204 SHEET NO........4............... QLENDALE, dA. 91204 JOB NO....RD-18068 TEL:(818)240-3810 FAX:(818)240-3813 .29 K I \ .29 K 36" 44" LOAD TO DIAGONAL P = .29 Kx2 x 50 = .66 K COL. 44 FY =55 KSI Ae=.26 rx =.48 L= 50" P° = 3.4 K CHECK WELDS P°= (1— -01 L) L.t.Fu = 4.4 K 0 = 2.55 P, = 1 .7K x2 = 3.4 K Q SIDES CHECK SLAB 1 900 00 = 1.9 °1 .9x 144=274 ° =17" 2 M= ( 4'2 1 x 1000x 2 x 12=844 # S= 12x62 = 72 6 72 = 12.0 < 1.6 2500 =80 TOP LEVEL LOADING _ o o W= 0.2DL+O.8L� 1.0 K LOAD PER COL. V= .16 K M MOT = .16 Kx2 x 120" = 39 "K p COL. N M R = 1.0 Kx36" = 34"1< UPLIFT = 39-34 =.14 K 36" BOTH SIDES TYP. 1/8 �?❑ ° 1 J/2„ �_ X t=.06" 1.5" TYP 1 /8 1 .5" 1900 # 6" CONCRETE SLAB 2500 PSI. CONC. 1000 PSF. SOIL d a v n a 4" 4.5" 8.5" 17" ]d� NORTHWEST 1100 SW 7th St Renton, WA 98055 (425) 255-0500 ph (425) 228-6946 fax ATTN: BUILDING DEPARTMENT AND FIRE DEPARTMENT RACK INFORMATION SUPPLEMENT SITE ADDRESS: 1073 Andover Park East TENANT NAME: Yita, LLC DATE: August 17, 2015 APPLICANT: Mike Sorenson / (206) 818-4488 1. Load application and rack configuration drawings attached. REVfEWED FOR CODE COMPLIANCE APPROVED AUG P. 8 2015 City of Tukwila BUILDING DIVISION 2. Attached plans and engineering detail the rack locations, dimensions, and specifications. 3. Stamped engineering calculations attached. 4. Inspections will be scheduled as instructed. 5. Vertical members of storage racks are designed and installed so that failure of one vertical member will not cause collapse of more than the bay or bays directly supported by that member. 6. Commodities stored in racks: LED light bulbs for automotive, marine, and motorcycle industries. Light bulbs stored in small cardboard packets within larger cardboard boxes. Boxes stored on wire mesh decks directly on racking. Not encapsulated. 7. Sprinkler System Information: Wet system: 150 psi static, 125 residual. 8. Building exits indicated on attached drawings. 9. Maximum product storage height: 13'. Overhead clearance: 16'. RECEIVED CITY OF TUKWILA AUG 182015 PERMIT CENTER City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.aov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: ��Z2 /S _ Plan Check/Permit Number: �� S� o O� y ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ®Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: Contact Person: Summary of Revision: Phone Number: RZ 0 - / 7ZE� Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision wReceived at the City of Tukwila Permit Center by: — V�4-�J _Entered in TRAKiT on 9—L6 — PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0209 DATE: 08/18/15 PROJECT NAME: YITA LLC SITE ADDRESS: 1073 ANDOVER PARK E X Original Plan Submittal Response to Correction Letter # DEPARTMENTS: Building Division Revision # before Permit Issued Revision # after Permit Issued ),�A AWE. �-A -65- Fire Prevention 9 Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator PRELIMINARY REVIEW: DATE: 08/20/15 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: DATE: DUE DATE: 09/17/15 Approved ❑ Approved with Conditions14 Corrections Required ❑ (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 NORTH WEST HANDLING SYS l''Tr Page 1 of 2 Home; Inieio en Espanol Contact. Safety Washington State Department of Labor & Industries NORTH WEST HANDLING SYS INC A-Z Index Help My Secure I., U Claims & Insurance Workplace Rights Trades & Licensing Owner or tradesperson 1100 SW 7TH ST RENTON, WA98055-2939 Principals 425-255-0500 FRANCK, JAMES JEROME, PRESIDENT KING County KOSTY, CLARK RANDOLPH, TREASURER THOMAS, KEVIN A (End: 09/28/2011) Doing business as NORTH WEST HANDLING SYS INC WA UBI No. Business type 600 051 641 Corporation Governing persons CLARK R KOSTY JAMES J FRANCK; 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. NORTHWH276JF Effective — expiration 04/0611973-10/0912016 Bond ...............- TRAVS $12,000.00 Bond account no. 81S103354822BCM Received by L&I Effective date 10/09/2001 10/01/2001 Expiration date Until Canceled Insurance .............................. Travelers Indemnity Co ofAme $1,000,000.00 Policy no. Y6302C242044TIA14 Received by L&I Effective date 09/29/2014 10101 /2014 Expiration date 10/01/2015 Insurance history Savings https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=60005164I&LIC=NORTHWH275JF&SAW= 9/1/2015 NORTH W E PLAINVIEW SCALE: 3/16" = 1'-0" S CEP ARATE PERMIT REQUIRED FOR: IeMechanical 0' Electrical IR'Plumbing IffGas Piping �I Oiiy of Tukwila B�iiiTD1NG DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Ravisions will require a new plan submittal and may include additional plan review fees. FILE COPY Permit No. Flan review approval is subject to errors and omissions. Approval of Construction documents does not authorize the violation of any adopted code or ordinance. Receipt cf approved Field Copy and conditions is acknowledged: By: Date: EXIT City of TukrAla BUILDING DIVISION RECEIVED CITY OFTUKWILA AUG8 015 PERMIT CENTER 1 3/4" o \ ° \ ' BOTH SIDES TYP. t� 00 LO o \ I % ❑ I N-1 r o0 Q TYP / F� N t=0.06 o 0 o Q ° 3„ Qz� 1 1 /2 JA B I I B ° ° o I I o 2 3/4" ►r `J _ • °o cq • < ° ° �:.e d °Q M t=.07" *'' .p " A : ° .: :•. ., �� 1 /4" 0 SAFETY LOCK ° o a ° d. • ' a '. 1 e •.' .. •' 4 �' �j I (1000 #CAPACITY) ° ° ° • ' ,; ; ' �' a: .8 '.. .; SEC. A —A o • p • �► I TYP ° ° ° I I TYP " 1 /8 Vl.5 �,' Y , ❑ ° o 0 co N (1)-1 /2" 0 ANCHOR BOLT PER BASE PLATE 0 3 1/4" EMB., (SEE NOTE NO. 4) SEC. B—B 7/16"0 RIVET ASTM A576-90B a °o ° HOT —WROUGHT UNS °° ° 0 " G10100 GRADE C-1010 t=3/16" BASE PLATE DETAIL 1 BRACING DETAIL 2 3 PIN CONNECTION 3 GENERAL CONFIGURATION 4 NOTES: 1—DESIGN OF STEEL STORAGE RACKS AS SHOWN BY THESE DRAWINGS AND CALCULATIONS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE IBC 2012, ASCE/SEI 7-10, RMI/ANSI MH 16.1:2008 2—STEEL FOR ALL SHAPES FY=55 KSI. ASTM A1011 GR.55 (EXCEPT AS NOTED) 3—NO FIELD WELDING IN THIS PROJECT ALL WELDED CONSTRUCTION IN THE SHOP OF THE APPROVED FABRICATOR #01649 (E70XX ELECTRODES) 4—ALL ANCHORS HILTI KB TZ ESR 1917 SPECIAL INSPECTION IS REQUIRED 5—CONCRETE SLAB 6" THICK 2500 PSI. SOIL BEARING CAPACITY 1000 PSF 6—STORAGE RACK CAPACITY: 1500 #/ LEVEL 7—RACK INSTALLATIONS SHALL DISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS A PERMANENT SIGN OF 50 SQUARE INCHES IN AREA, SHOWING THE CAPACITY OF THE RACK (1500 #/ LEVEL) 8—STORAGE RACKS SHALL BE INSTALLED WITH A MAXIMUM TOLERANCE FROM THE VERTICAL OF 1 /2" IN 10'-0" OF HEIGHT 9—THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MINIMUM OF 18 INCHES 96" 44" BETWEEN THE TOP OF THE STORAGE AND THE CEILING SPRINKLER DEFLECTOR. 3 36" 10—STORAGE RACK AREA NOT OPEN TO PUBLIC, EMPLOYEE ACCESS ONLY REVIEWED FOR CODE COMPLIANCE APPROVED (RECEIVED M CITY OF TUKWILA AUG 8 2015 2 2 AUG 18 2015 N o °to PERMIT CENTER CO 1t� off wA 412 WEST BROADWAY SUITE #2041 GLENDALE CA. 91204 SCALE: NONE DRAWN BY:.25:u a A °o DATE: 8-3-15 PROJECT: O� RFc33b62 r" G 1073 ANDOVER PARK EAST, TUKWILA, WA 98188 FRONT VIEW SIDE VIEW STORAGE RACK DETAILS JOB No. SHEET N0. RD-18068 EXPIRES 12-26-15 1