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Home My WebLink AboutPermit D18-0085 - RAINIER INDUSTRIES - WATER HEATER, PLUMBING FIXTURES, GAS PIPINGRAINIER INDUSTRIES 6700 S GLACIER ST EXPIRED 8/18/2021 D18-0085 Parcel No: Address: City of Tukwila J Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Scheduling: https://tukw-egov.aspgov.com/BP/index.html Web site: http://www.TukwilaWA.eov PLUMBING_GAS PIPING PERMIT 3623049062 17850 WEST VALLEY HWY Project Name: RYDER TUKWILA Permit Number: PG19-0191 Issue Date: 2/18/2021 Permit Expires On: 8/17/2021 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: RYDER TRUCK RENTAL INC PO BOX 025719 C/0 PROPERTY TAX DEPT 3B, MIAMI, WA, 33102 CHASE NORDHOY Phone: (206) 324-4800 311 FIRST AVENUE SOUTH , SEATTLE, WA, 98104 GPH LLC Phone: 5845 OCEANVIEW BLVD NE , BREMERTON, WA, 98311 AEC4630 Expiration Date: 7/5/2021 DESCRIPTION OF WORK: DEMOLISH EXISTING OFFICE WATER HEATER AND PLUMBING FIXTURES INCLUDING TOILETS, LAVATORIES, AND SHOWERS. PROVIDE NEW WATER HEATER AND NEW PLUMBING FIXTURES FOR OFFIC AREA. CONNECT NEW GAS PIPING FROM EXISTING GAS METER TO NEW GAS-FIRED RADIANT HEATERS IN SHOP AREA. Project Valuation: $0.00 Fees Collected: $643.07 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: Electrical Service Provided by: Tukwila Occupancy per IBC: Water District: Renton Sewer District: Renton Fees Collected: $643.07 Electrical Service Provided by: Puget Sound Energy Water District: Renton Sewer District: Renton Current Codes adopted by the City of Tukwila: i \ International Fire Code Edition: ` ' International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2018 2018 2018 2018 2018 2018 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2020 2020 2020 2018 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 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. 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: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 2: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 3: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 4: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 5: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work is ready for inspection. 6: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall be protected by steel nail plates not less than 18 gauge. 7: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall be directly embedded in concrete or masonry. 8: All pipes penetrating floor/ceiling assemblies and fire -resistance rated walls or partitions shall be protected in accordance with the requirements of the building code. 9: Piping in the ground s' radi be laid on a firm bed for its entire length. Trenches shall be backfilled in thin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, cinderfill, frozen earth, or construction debris. 10: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance of the jurisdiction. 11: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 12: All new plumbing fixtures installed in new construction and all remodeling involving replacement of plumbing fixtures in all residential, hotel, motel, school, industrial, commercial use or other occupancies that use significant quantities of water shall comply with Washington States Water Efficiency ad Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section 402 of Washington State Amendments PERMIT INSPECTIONS REQUIRED Permit Inspection Scheduling: https://tukw-egov.aspgov.com/BP/index.html 2000 GAS PIPING FINAL 8004 GROUNDWORK 1900 PLUMBING FINAL 9002 ROUGH -IN GAS PIPING 8005 ROUGH -IN PLUMBING 9001 UNDERGROUND Parcel No: Address: Project Name: r� City of Tukwila t� J 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 7888900080 6700 S GLACIER ST RAINIER INDUSTRIES DEVELOPMENT PERMIT Permit Number: D18-0085 Issue Date: 5/25/2018 Permit Expires On: 11/21/2018 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: C/O PROLOGIS - RE TAX 1800 WAZEE ST, DENVER, WA, 80202 IAN MAYTHER 18375 OLYMPIC AVE S , TUKWILA, WA, 98188 RAINIER INDUSTRIES LTD 18375 OLYMPIC AV S , TUKWILA, WA, 98188 RAINIIL066QP RAINIER INDUSTRIES 18375 OLYMPIC AVE S , TUKWILA, WA, 98188 Phone: (425) 981-1220 Phone: (425) 251-1800 Expiration Date: 1/11/2019 DESCRIPTION OF WORK: INSTALLATION OF NEW RACK STORAGE Project Valuation: $5,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $340.93 Occupancy per IBC: S-2 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: 2017 2017 2017 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: Volumes: Cut: 0 Fill: 0 Number: 0 Water Meter: No Permit Center Authorized Signature: ()L 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 condition attached to this permit. Signature: Print Name: .1, 4 &Q 1/6yge/T};, L Date:;c01F —�j —2-5— This ZS 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: 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. f � 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 10: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 27: TO SCHEDULE ALL FIRE INSPECTIONS CALL 206-575-4407. 14: 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) 11: 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) 12: 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) 13: 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) 15: Maintain fire extinguisher coverage throughout. 17: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 16: 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). 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) 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) 21: 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) 22: 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) 23: 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) 24: Flue spaces shall be provided in accordance with International Fire Code Table 3208.3. Required flue spaces shall be maintained. 18: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 25: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 26: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL 4046 SI-EPDXY/EXP CONC r� CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov \i Building Permit No. 1\<.) 18 - 000 . c Project No. Date Application Accepted: Date Application Expires: )_3-1 �fJ (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 King Co Assessor's Tax No.: 7888900080 Site Address: 6700 S. Glacier St Tenant Name: Rainier Industries Suite Number: PROPERTY OWNER Name: Ian Mayther Name: Prologis Inc _ Address: 12720 Gateway Dr, Suite 110 Email: ianm@rainier.com City: Tukwila State: WA Zip: 98168 CONTACT PERSON — person receiving all project communication Name: Ian Mayther Address: 18375 Olympic Ave S City: Tukwila State: WA Zip: 98188 Phone: (425) 981-1220 Fax: Email: ianm@rainier.com GENERAL CONTRACTOR INFORMATION Company Name: Rainier Industries Address: 18375 Olympic Ave S City: Tukwila State: WA Zip: 98188 Phone: (425) 981-1220 Fax: Contr Reg No.: RAINIIL066QP Exp Date: 01/11/2019 Tukwila Business License No.: BUS -0100320 H:Applications \Forms -Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.doc, Revised: August 2011 bh New Tenant: Floor: 1 Yes ❑ .. No ARCHITECT OF RECORD Company Name: HW Engineering Engineer Name: Hongyu Wang Company Name: City: Las Vegas State: NV Zip: 89120 Phone: (702) 202-0061 Fax: (702) 221-9962 Architect Name: Address: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Company Name: HW Engineering Engineer Name: Hongyu Wang Address: 6270 McLeod Dr, Suite 140 City: Las Vegas State: NV Zip: 89120 Phone: (702) 202-0061 Fax: (702) 221-9962 Email: Hongyu@HWEngineeringUSA.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: 121Axt.ts_'iL Lig zu..rv�� Address: /E3 33-S. OLYi°i'IM-G 141/‘ S. City: To 11100Z1- A State: 4014 Zip: 58/88 Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 4 OOC) Describe the scope of work (please provide detailed information): Iv\ISTIFtI.I,WiTO Wt. OF 1,-1 El-) 12Net-C.6•TO`-b'}Cr'i6- Existing Building Valuation: $ Z 1833 , 0o0 Will there be new rack storage? Yes D.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes 0 No If `yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: X. Sprinklers Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of fla able, 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:\Applications\Fonms-Applications On Line \2011 Applications'Pennit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC tst Floor 2 2 t 000 2 10 2nd Floor 3`d Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes 0 No If `yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: X. Sprinklers Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of fla able, 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:\Applications\Fonms-Applications On Line \2011 Applications'Pennit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 Signature: Print Name: Ian Mayther R OR AUTHORII f /AGENT /' Mailing Address: 18375 Olympic Ave S H:Wpplications\Forms-Applications On Line 2011 Applications\Permit Application Revised - 8-9-11.docc Revised: August 2011 bh Date: ZO/ — b3 — Z3 Day Telephone: (425) 981-1220 Tukwila WA 98188 City State Zip Page 4 of 4 DESCRIPTIONS ACCOUNT QUANTITY ( PAID PermitTRAK $340.93 D18-0085 Address: 6700 S GLACIER ST Apn: 7888900080 $340.93 Credit Card Fee $9.93 Credit Card Fee R000.369.908.00.00 0.00 $9.93 DEVELOPMENT $321.40 PERMIT FEE R000.322.100.00.00 0.00 $192.06 PLAN CHECK FEE R000.345.830.00.00 0.00 $124.84 WASHINGTON STATE SURCHARGE 6640.237.114 0.00 $4.50 TECHNOLOGY FEE $9.60 TECHNOLOGY FEE R000.322.900.04.00 0.00 $9.60 $340.93 TOTAL FEES PAID BY RECEIPT: R14065 Date Paid: Friday, March 23, 2018 Paid By: IAN MAYTHER Pay Method: CREDIT CARD 070600 Printed: Friday, March 23, 2018 10:07 AM 1 of 1 SYSTEMS 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 DIS -0085 Pr. .ct: , • - ° c..w ��.+f � L_ tSTt't i Type of Inspection: 5.1 �b !</� C'�11� Address: OM S. '� � .dik Date Called: Special Instructions: Date Wanted: ll—ZZ "241 a.m. p.m. Requester: Phone No: c{Z 5 —251-1800 IDApproved p�pr ala caries.„ Corrections required prior to approval. b.s.f/frig, a‘nchiir T-(; /00,Jei-- (2 p4- 1' Inspector: 3 I REINSPECTION FEE REQUIRED. Prior to next inspection, fee must 6e paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. H I.I ENGINEERING STRUCTURAL ENGINEERS & CONSULTANTS STRUCTURAL CALCULATIONS PROJECT NAME: Rainier Racks at Glacier Building PROJECT ADDRESS: 6700 S Glacier St, Tukwila, WA 98188 PROJECT NO: 18039 CLIENT: Ian Mayther COMPANY: Rainer Industries 18375 Olympic Ave. S Tukwila, WA 98188 DATE: Mar 21, 2018 03/21/2018 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 242018 City of Tukwila BUILDING DIVISION HW Engineering License and Non Disclosure and Reproduction IMPORTANT NOTICE TO BUILDING AND SAFETY PERSONNEL - The enclosed calculations and hard copy prints ("Enclosed") are copyright protected by HW Engineering. It is understood that while the Enclosed may be required for verification of structural design and approval, it is not necessary for the manufacture or construction of the structure or its components. It is the express wish of HW Engineering that these proprietary calculations not be returned or redistributed to anyone other than the copyrighted owner as referenced in the ownership paragraph below and that any unnecessary submitted copies be retumed or destroyed. Ownership: This document and the Enclosed are copyrighted by HW Engineering, 6270 McLeod Drive, Suite 140, Las Vegas, NV 89120. All rights reserved. This is not a sale or transference; all right, title and interest in the Document (in both electronic file and hard copy) belong to HW Engineering. REV DATE BY DESCRIPTION A A A A A b(9OOes RECEIVED CITY OF TUKWILA MAR 23 2018 PERMIT CENTER 6270 McLeod Drive, Suite 140, Las Vegas, NV 89120 Phone: 702.202.0061 hongyu@hwengineeringUSA.com HW Engingering Job #18039 www.hwengineeringUSA.com 1/14 03/21/2018 Basis For Design 1.1 BUILDING CODE: International Building Code 2015 2.1 GRAVITY DESIGN: GRAVITY LOADING DEAD LOAD 200LBF LIVE LOAD 1000LBF/LEVEL AT CANTILEVER ARM 4000LBF/LEVEL AT PALLET RACK 3.1 LATERAL DESIGN: WIND LOADING INDOOR USED ONLY, NO WIND LOAD APPLIED SEISMIC LOADING RISK CATEGORY II Ss, Si 1.418, 0.529 SDs, SD1 0.945, 0.529 SITE CLASS D SEISMIC DESIGN CATEGORY D R 6, 4 Redundancy Factor 1.0 4.1 SPECIAL INSPECTION AND STRUCTURAL OBSERVATION: REQUIRED AS NOTED ON PLANS HW Engingering Job #18039 2/14 USGS Design Maps Summary Report User -Specified Input Report Title Building Code Reference Document Site Coordinates Site Soil Classification Vashort Risk Category Burien Rainier Racks at Glacier Building Tue March 20, 2018 04:27:05 UTC ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) 47.43481°N, 122.2516°W Site Class D - 'Stiff Soil" I/II/III SEAT TLE TACOMA 'NTL AIRPO4T Des Moines, 1 -;es U, wkAr USGS-Provided Output SS = 1.418 g S1 = 0.529 g R€gTO1r' ,4+RPi?4T SMS = 1.418 g SM1 = 0.794 g enton `Kent Issaquah Maple Valley. 18 4.0 SDS = 0.945 g 5D1 = 0.529 g ,Hob; C T 4 03/21/2018 For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. MCER Response Spectrum Period, T Isecl Design Response Spectrum For PGAM, TL, CRS, and CR1 values, please view the detailed report. HW Engingering Job #18039 Pcrind, T Isco 3/14 Pallet Rack Rainier Rack Base Anchor Design L 4- Y4t r,.M.wN J. 7 3r ,,14.,.1I 03/21/2018 NNN, Storage racke capacity DL := 200 • lbf pallet rack LLpallet 4000 • lbf per level design load to each beam Wtotal :=0.5 LLpallet + DL Wtotai = 2200 • lbf Seismic Design SDS := 0.945 see USGS design maps summary report, per ASCE 7-10 Ie:= 1.0 importance factor Rlong 6 response modification coefficient in longitudinal direction Rtrans 4 response modification coefficient in transverse direction 2 LLpallet ' 7 LLcolumn • 3 2 W := DL + Vlong := 0.7 • SDS •Ie•W Rlong == 9.333 kip LL applied to column W = 9.533 • kip total load to column Viong = 1.05 • kip force at base in longitudinal direction HW Engingering Job #18039 4/14 Vtrans 0.7 Rtrans SDs • Ie • W Vtrans = 1.58 • kip force at base in transverse direction column unbrace length Lb := 38 • in k := 2.0 max := W Pmax = 9.533 • kip Mmax 0.5 • Viong • Lb Mmax = 19.97 • kip • in Base plate check anchor spacing s:=6•in maximum tension force to anchor Tmax Mmax — Pmax ' 0.5 • s s Tmax = —1.438 • kip no uplift maximum shear to anchor Vmax := Vlong Vmax = 0.526 • kip 2 axial Toad P•max M• Max W 03/21/2018 Forces to anchor are very small, using (2)1/2" dia. Hilti KH -EZ anchors with min 2.5" emb. Sufficient. See anchor design sheet for more information. HW Engingering Job #18039 5/14 Cantilever Rack Storage racke capacity cantilever rack DL := 200 • lbf LLcantilever 1000 lbf per level Seismic Design SDS := 0.945 see USGS design maps summary report, per ASCE 7-10 Ie:= 1.0 importance factor R := 4 response modification coefficient 2 LLcolumn := 3 • LLcantilever • 5 W := DL + LLwlumn SDS • le • W V:= 0.7 R column unbrace length Lb := 192 • in h := 192 in b := 58 • in k := 2.0 03/21/2018 LLeo1imn = 3.333 • kip LL applied to column one side W = 3.533 • kip total Toad to column one side V = 0.58 • kip force at base load to column from above(load at one side) 2 max := DL + 3 • 5 • LLcantilever h b Mmax :=_ V • 2 + Pmax • 2 Overturning check Pmax = 3.533 • kip axial load Mmax = 158.56 • kip • in HW Engingering Job #18039 6/14 MOT := V • 2 MR._ W • 2 Ratio :— MR MOT MOT = 56.095 • kip • in MR = 102.467 • kip • in Ratio = 1.827 check := if(Ratio >_ 1.0, "No Overturning" , "NG") overturning resistant check = "No Overturning" anchor at base No overturning, no tension to anchor at base, only seismic shear at base (2)1/2" dia. Hilti KH -EZ anchors with 2.5" emb. per base, sufficient. V = 0.58• kip 03/21/2018 HW Engingering Job #18039 7/14 www.hilti.us Profis Anchor 2.7.3 Company: Specifier: Address: Phone I Fax: E -Mail: Page: 1 Project: pallet rack base anchor Sub -Project I Pos. No.: 18039 Date: 3/21/2018 Specifier's comments: Anchor at pallet rack base 1 Input data Anchor type and diameter: KWIK HUS -EZ (KH -EZ) 1/2 (3) - Effective embedment depth: hef = 2.160 in., hnom = 3.000 in. Material: Carbon Steel Evaluation Service Report: ESR -3027 Issued I Valid: 2/1/20161 12/1/2017 Proof: Design method ACI 318 / AC193 Stand-off installation: eb = 0.000 in. (no stand-off); t = 0.250 in. Anchor plate: Ix x ly x t = 5.000 in. x 8.000 in. x 0.250 in.; (Recommended plate thickness: not calculated Profile: no profile Base material: cracked concrete, 3000, fb. = 3000 psi; h = 6.000 in. Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Seismic loads (cat. C, D, E, or F) no Geometry [in.] & Loading [Ib, in.Ib] Input data aVretAiingtlialleckeildifMeement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan www.hilti.us 14103 Profis Anchor 2.7.3 Company: Specifier: Address: Phone I Fax: E -Mail: Page: 2 Project: pallet rack base anchor Sub -Project I Pos. No.: 18039 Date: 3/21/2018 2 Load case/Resulting anchor forces Load case: Design loads Anchor reactions [lb] Tension force: (+Tension, -Compression) Anchor Tension force Shear force Shear force x Shear force y 1 0 986 500 850 2 204 986 500 max. concrete compressive strain: 0.24 [%o] max. concrete compressive stress: 1046 [psi] resulting tension force in (x/y)=(0.000/3.000): 204 [Ib] resulting compression force in (x/y)=(0.000/-2.025): 15504 [Ib] 3 Tension load 850 Te y Ion Compression 1 Load Nua [Ib] Capacity + N. [Ib] Utilization )3N = Nua/¢ N„ Status Dx Steel Strength* 204 11778 2 OK Pullout Strength* N/A N/A N/A N/A Concrete Breakout Strength** 204 1921 11 OK * anchor having the highest loading **anchor group (anchors in tension) 3.1 Steel Strength Nsa = ESR value Nsa Z Nua Variables Ase,N [in.2] refer to ICC -ES ESR -3027 ACI 318-08 Eq: (D-1) futa [psi] 0.16 Calculations Nsa [Ib] 112540 18120 Results N. [Ib] steel • Nsa [Ib] Nua [lb] 18120 0.650 11778 204 Input data aVreVutEmEteValddif§Pgeement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan www.hilti.us 14103 "11'1 Profis Anchor 2.7.3 Company: Specifier: Address: Phone I Fax: E -Mail: Page: 3 Project: pallet rack base anchor Sub -Project I Pos. No.: 18039 Date: 3/21/2018 3.2 Concrete Breakout Strength Ncbg = (ANc ANco) W ec,N W ed,N W c,N W cp,N Nb NcbgNua ANc see ACI 318-08, Part D.5.2.1, Fig. RD.5.2.1(b) ANc0 = 9 het ACI 318-08 Eq. (D-6) W ec,N = (1�1 2 en) <_ 1.0 ACI 318-08 Eq. (D-9) hef W ed,N = 0.7 + 0.3 Ca,min) 5 1.0 ACI 318-08 Eq. (D-11) 1.5het ty NMAX/Camin 1.Shet` ACI 318-08 Eq. (D-13) Cac � Cac Nb = kc X.\/Tchefs ACI 318-08 Eq. (D-7) ACI 318-08 Eq. (D-5) ACI 318-08 Eq. (D-1) Variables het [in.] 2.160 ec1,N [in.] Cac [in.] 3.750 Calculations ANc [in.2] 41.99 Results Ncbg [Ib] 2956 ec2 N [in.] Ca,min [In.] 0.000 0.000 12.000 17 ANco [in.2] 41.99 concrete 0.650 1`c [psi] 1 3000 W ecl,N W ec2,N 1.000 1.000 Ncbg [Ib] Nua [Ib] 1921 204 c,N 1.000 W ed,N Input data aes7n1set tah e edfor agreement eement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 1.000 W cp,N 1.000 Nb [Ib] 2956 www.hilti.us 1101103 "P -I Profis Anchor 2.7.3 Company: Specifier: Address: Phone I Fax: E -Mail: Page: 4 Project: pallet rack base anchor Sub -Project 1 Pos. No.: 18039 Date: 3/21/2018 4 Shear load Load Vua [Ib] Capacity +V„ [Ib] Utilization ilv = Vua/+Vn Status Steel Strength* 986 5547 18 OK Steel failure (with lever arm)* N/A N/A N/A N/A Pryout Strength** 1972 3985 50 OK Concrete edge failure in direction y+** 1972 4069 49 OK * anchor having the highest loading **anchor group (relevant anchors) 4.1 Steel Strength Vsa = ESR value refer to ICC -ES ESR -3027 4 Vsteel Z Niue ACI 318-08 Eq. (D-2) Variables Ase,v [in.2] futa [psi] 0.16 112540 Calculations Vsa [Ib] 9245 Results Vsa [Ib] 4) steel 4) Vsa [Ib] Vua [Ib] 9245 0.600 5547 986 4.2 Pryout Strength Vcpg = kcp RecoA 11f ec,N W ed,N W c,N W cp,N Nb} ACI 318-08 Eq. (D-31) Vcpg z Vua ` ACI 318-08 Eq. (D-2) AN, see ACI 318-08, Part D.5.2.1, Fig. RD.5.2.1(b) ANco = 9 haf ACI 318-08 Eq. (D-6) 1 W ec,N =2 eN < 1.0 ACI 318-08 Eq. (D-9) 3 he Wed,N = 0.7 +03rCa,min)<1.0 ACI 318-08 Eq. (D-11) `1.5hef W cp N = MAX Lien 1.5hef 5 1.0 ACI 318-08 Eq. (D-13) Cac Oac Nb = kc 7 hef ACI 318-08 Eq. (D-7) Variables kcp hef [in.] ecl,N [in.] ec2,N [in.] Ca,min [in.] 1 2.160 0.000 0.000 12.000 W c,N bac [in.] kc 1.000 3.750 17 fc [psi] 1 3000 Calculations ANc [In•2] ANco [in.2] W ecl,N ki ec2,N W ed,N W cp,N Nb [Ib] 80.87 41.99 1.000 1.000 1.000 1.000 2956 Results Vcp9 [Ib] 4) concrete 4) Vcp9 [Ib] Vua [Ib] 5693 0.700 3985 1972 Input data aI nTreVtigimiEV Iheied 1for039 agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan www.hilti.us 14103 "r11 Profis Anchor 2.7.3 Company: Specifier: Address: Phone I Fax: E -Mail: 1 Page: 5 Project: pallet rack base anchor Sub -Project I Pos. No.: 18039 Date: 3/21/2018 4.3 Concrete edge failure in direction y+ Avc Vcbg = (Avco) W ec,V W ed,V W c,V W h,V W parallel,V Vb Vcbg > Vua Avc see ACI 318-08, Part D.6.2.1, Fig. RD.6.2.1(b) Avco = 4.5 Cat 1 W ec,V = \ 2ev / 5 1.0 1+3cat Wed.v =0.7+0.3(1 5Cat) 51.0 1.5Cat W h,v — z 1.0 a Vb (7 (a ) V0.2 �_-Oa� = VTc Cy js a Variables cat [in.] 8.000 le [in.] 2.160 Calculations Avc [in.2] 144.00 Results Vcbg [Ib] 5812 ACI 318-08 Eq. (D-22) ACI 318-08 Eq. (D-2) ACI 318-08 Eq. (D-23) ACI 318-08 Eq. (D-26) ACI 318-08 Eq. (D-28) ACI 318-08 Eq. (D-29) ACI 318-08 Eq. (D-24) cat [in.] ecv [in.] W c,v 12.000 0.000 1.000 ha [in.] da [in.] tc [psi] 1.000 0.500 3000 Avco [in.2] W ec,V W ed,V 288.00 1.000 1.000 concrete 0.700 $ Vcbg [Ib] 4069 5 Combined tension and shear Toads 6.000 W parallel,V Vua [Ib] 1972 1.000 h,V 1.414 Vb [Ib] 13N 13v Utilization 13N,V [%] Status 0.106 0.495 5/3 34 OK RNV = J + RV <= 1 8220 6 Warnings • The anchor design methods in PROFIS Anchor require rigid anchor plates per current regulations (ETAG 001/Annex C, EOTA TR029, etc.). This means load re -distribution on the anchors due to elastic deformations of the anchor plate are not considered - the anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the design loading. PROFIS Anchor calculates the minimum required anchor plate thickness with FEM to limit the stress of the anchor plate based on the assumptions explained above. The proof if the rigid base plate assumption is valid is not carried out by PROFIS Anchor. Input data and results. must be checked for agreement with the existing conditions and for plausibility! Condition A applies when supplementary reinforcement is used. Them factor is increased for non -steel Design Strengths except Pullout Strength and Pryout strength. Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength. Refer to your local standard. • Refer to the manufacturer's product literature for cleaning and installation instructions. Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI 318 or the relevant standard! Fastening meets the design criteria! �v si1Mst ahe e tov�y Input data an resu m st te he ed for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan www.hilti.us 14, 03 "11'1 Profis Anchor 2.7.3 Company: Specifier: Address: Phone I Fax: E -Mail: Page: Project: Sub -Project I Pos. No.: Date: 6 pallet rack base anchor 18039 3/21/2018 7 Installation data Anchor plate, steel: - Profile: no profile Hole diameter in the fixture: df = 0.625 in. Plate thickness (input): 0.250 in. Recommended plate thickness: not calculated Drilling method: Hammer drilled Cleaning: Manual cleaning of the drilled hole according to instructions for use is required. Anchor type and diameter: KWIK HUS -EZ (KH -EZ) 1/2 (3) Installation torque: 540.001 in.lb Hole diameter in the base material: 0.500 in. Hole depth in the base material: 3.375 in. Minimum thickness of the base material: 4.750 in. 7.1 Recommended accessories Drilling Cleaning Setting • Suitable Rotary Hammer • Properly sized drill bit Coordinates Anchor in. • Manual blow-out pump Ay 2.500 2.500 • Torque wrench 02 1.000 4.000 . O O 0 ca T 4.000 C1 0 0 0 2.500 2.500 Anchor x y c -x c.x c -y c., 1 0.000 -3.000 12.000 12.000 12.000 18.000 2 0.000 3.000 12.000 12.000 18.000 12.000 Input data aIn esjEgathaedfor 39 agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark o" Hilti AG, Schaan x www.hilti.us MI03 "Irl Profis Anchor 2.7.3 Company: Specifier: Address: Phone I Fax: E -Mail: Page: 7 Project: pallet rack base anchor Sub -Project I Pos. No.: 18039 Date: 3/21/2018 8 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. 1n r sulkiIL'c1 Ilg JVU fFIoVJ7 Input data and resulf5 must be he ed for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan I PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0085 DATE: 02/05/2021 PROJECT NAME: Rainier Industries SITE ADDRESS: 6700 S Glacier St Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # X Revision # 1 after Permit Issued DEPARTMENTS: 0-5 --0cs\(tJ ;.19/,21 Building Division w' Public Works ❑ Fire Prevention Structural 2/44.2i Planning Division ❑ Permit Coordinator PRELIMINARY REVIEW: DATE: 02/09/21 Not Applicable ❑ Structural Review Required (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required DUE DATE: 04/06/21 ❑ Approved with Conditions ❑ Fire Fees Apply ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire ❑ Ping 0 PW 0 Staff Initials: 12/18/2013 Li 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: V - - c — O3 Plan Check/Permit Number: D\ 0o 85- O Response to Incomplete Letter # ❑ Response to Correction Letter # 12( Revision # L after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # GcwcS2\ACX--=tea tkAA:n c r 1G4astrt PS Project Name: F E.0 iVtL) CITY OF TUKWILA; FEB 0 5 2021 PERMIT CENTER Project Address: (640b S• GI p%C�L�� T- Contact Person: j,18v0 Wlwy I�Y2_ Summary of Revision: {\ Er (4,6 N 1'Lw,O4 S Fo,2 Phone Number: q2.5- - fB l • 172c) vmW Ter L Sheet Number(s): t VU C{-11I1/T-1 L�`� - 2 - "Cloud" "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: % (J 171\ Entered in TRAKiT on 6,7z/o5/91 W:\Permit Center\Templates\Forms\Revision Submittal Form.doc Revised: August 2015 r"\ r1 `HERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0085 DATE: 05/21/18 PROJECT NAME: RAINIER INDUSTRIES SITE ADDRESS: 6700 S GLACIER ST Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 2 Revision # after Permit Issued DEPARTMENTS: Building Division Public Works Fire Prevention Structural Planning Division Permit Coordinator C PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 05/22/18 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved ❑ Corrections Required n (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 06/19/18 n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire ❑ Ping 0 PW 0 Staff Initials: 12/18/2013 / 1 PERMIT CCC COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0085 DATE: 04/16/18 PROJECT NAME: RAINIER INDUSTRIES SITE ADDRESS: 6700 S GLACIER ST Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # I Revision # after Permit Issued DEPARTMENTS: At Cn&54°18 4411 Building Division AC Public Works Fire Prevention i' Structural Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 04/17/18 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) DUE DATE: Approved with Conditions Denied (ie: Zoning Issues) T 05/15/18 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg " Fire 0 Ping 0 PW 0 Staff Initials: W/ L 12/18/2013 l / l� \�J PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0085 DATE: 03/23/18 PROJECT NAME: RAINIER INDUSTRIES SITE ADDRESS: 6700 S GLACIER ST X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: kuc 3 8 Building Division II Public Works ❑ Fire Prevention Structural Planning Division Permit Coordinator e PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 03/27/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 04/24/18 Approved Corrections Required ❑ Approved with Conditions ❑ ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire Ni 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 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: 2,0)8 -05-- L1, Plan Check/Permit Number: D18-0085 ❑ Response to Incomplete Letter # • Response to Correction Letter # 2 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # RECEIVED CITY OF TUKWILA MAY 2 1 2018 PERMIT CENTER Project Name: Rainier Industries Project Address: 6700 S Glacier St Contact Person: Tit j1/IWITI-JEi'L Phone Number: (yZ5) r] j/- /ZZO Summary of Revision: EC71r2 L tM61nQ br�DS t �cr�� z (A34 t, 3 o 5 ,Vo % Ej Sheet Number(s): ? 1 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: h 6,2 Entered in TRAKiT on C:\Users\bill-r\Desktop\Revision Submittal Form.doc Revised: August 2015 04 a I IS- 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: ZOte, - - 13 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Plan Check/Permit Number: D18-0085 Project Name: RAINIER INDUSTRIES Project Address: 6700 S GLACIER ST Contact Person: TAkt k1112. Phone Number: (1pjC q8)- 1270 Summary of Revision: 1%) " r r'ov\q til V 12 RECEIVED CITY OF TUKWILA APR 13 2018 PERMIT CENTER Sheet Number(s): pi "Cloud" or highlight all areas of revision including date of• evisior� Received at the City of Tukwila Permit, Center by:PA (. Entered in TRAKiT on H:\Saved Docs\Revision Submittal Form.doc Revised: August 2015 November 26, 2019 Report Number:190547.01 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing 6747 M. L. King Jr. Way South, Seattle, Washington 98118-3216 USA Tel: (206) 725-4600 • Toll Free: (888) OTTO-4-US • Fax: (206) 723-2221 WBE W2F5913684 • WABO Registered Agency • Website: www.ottorosenau.com FINAL REPORT City of Tukwila Building Department 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188-2544 Project: Rainier Industries Racks Permit Number: D18-0085 Address: 6700 S. Glacier Street, Tukwila Job Number: 19-0547 We state that the work requiring special inspection was, to the best of our knowledge, in conformance with the approved plans and specifications and the applicable workmanship provision of the building code. Our knowledge is limited to our reports. All typewritten reports have been mailed to your office or are enclosed. All reports appear to be complete. This report should not be considered as a warranty for conditions and/or details of the building. Items inspected are: - Mechanical Anchor Bolt Installation Sincerely, OTTO ROSENAU & ASSOCIATES, INC. kateJyn Myers Katelyn Myers Report Manager OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing PROPRIETARY ANCHOR MECHANICAL INSPECTION REPORT Job Number: 19-0547 Project: Address: Inspector: Report Number: Rainier Industries Racks 6700 S. Glacier Street, Tukwila Ernest Leimkuhler 403138 Client: Address: Date: Permit Number: D18-0085 Rainier Industries, Ltd. 18375 Olympic Avenue S., Tukwila 11-15-2019 Description/Location: Screw anchor bolts for Cantilever racks to slab, per C,G/P2, at: main floor, west of dividing wall. Intended Use: Equipment to slab Building Code & Year: 2015 IBC Reference Standard (s) Used: 2015 IBC Copies to: Client Engineer Owner x Contractor Architect Building Dept. Others Comments Technical Responsibility: Conforms x Does Not Conform Isaac Ruoff, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTTO-4-US - Fax (206) 723-2221 Form No.: ADMIN-87-02(Rev 05/13) Anchor Size & Quantity: (50) 1/2" Anchor Style: • Expansion CI Screw ■ Sleeve • Drop In ESR Number: 3027 Anchor Manufacturer: HILTI Anchor Type: HUS -EZ (KH -EZ) Hole Diameter: %" Hole Depth: 3 %" Required Embedment: 3" Anchor Length: 3" Concrete Thickness: Concrete Strength: CMU Base Material: 1 Normal Weight Concrete ■ Light Weight Concrete • ■ Brick ■ Composite Deck Hole Cleaning: 0 Compressed Air ■ Hand Pump 1 Other: ORA Torque Wrench ID: NA Torque: NA ft -lbs Drill Bit (ANSI B212.15): 0 Yes ■ No Weather: Indoors, dry Ambient Temperature: 65° Reference Standard (s) Used: 2015 IBC Copies to: Client Engineer Owner x Contractor Architect Building Dept. Others Comments Technical Responsibility: Conforms x Does Not Conform Isaac Ruoff, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTTO-4-US - Fax (206) 723-2221 Form No.: ADMIN-87-02(Rev 05/13) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing PROPRIETARY ANCHOR MECHANICAL INSPECTION REPORT Job Number: 19-0547 Project: Address: 6700 Glacier Street, Tukwila Inspector: Ernest Leimkuhler Rainier Industries Racks Report Number: 403120 - Revised Client: Address: Date: Permit Number: DI8-0085 Rainier Industries, Ltd. 18375 Olympic Avenue South, Tukwila 11-08-2019 Description/Location: Screw anchor bolts for Evaporator and Process tanks, per I, J/P5 at main floor. Intended Use: Equipment to slab Building Code & Year: 2015 IBC Reference Standard(s) Used: 2015 IBC Copies to: Client Engineer Owner x Contractor Architect Building Dept. Others Comments Conforms x Does Not Conform Technical Responsibility: �i?'``� ` //. Z' -� Isaac Ruoff, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTTO-4-US - Fax (206) 723-2221 Form No.: ADMIN-87-02(Rev 05/13) Anchor Size & Quantity: %" (20) Anchor Style: • Expansion CI Screw ■ Sleeve ■ Drop In ESR Number: 3027 Anchor Manufacturer: HILTI Anchor Type: HUS -EZ (KH -EZ) Hole Diameter: 1/" Hole Depth: 3-1/2" Required Embedment: 3" Anchor Length: 3" Concrete Thickness: Concrete Strength: CMU Base Material: ►Z4 Normal Weight Concrete ■ Light Weight Concrete • ■ Brick 1 Composite Deck Hole Cleaning: ►� Compressed Air 1 Hand Pump 1 Other: ORA Torque Wrench ID: NA Torque: NA ft -lbs Drill Bit (ANSI B212.15): 0 Yes ■ No Weather: Indoors, dry Ambient Temperature: 65° Reference Standard(s) Used: 2015 IBC Copies to: Client Engineer Owner x Contractor Architect Building Dept. Others Comments Conforms x Does Not Conform Technical Responsibility: �i?'``� ` //. Z' -� Isaac Ruoff, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTTO-4-US - Fax (206) 723-2221 Form No.: ADMIN-87-02(Rev 05/13) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing PROPRIETARY ANCHOR MECHANICAL INSPECTION REPORT Job Number: 19-0547 Project: Rainier Industries Racks Address: 6700 Glacier Street, Tukwila Inspector: Ernest Leimkuhler Report Number: 403121 Client: Address: Date: Permit Number: D18-0085 Rainier Industries, Ltd. 18375 Olympic Avenue S., Tukwila 11-08-2019 Description/Location: Screw anchor bolts for pallet racks to slab, per C/P2 at main floor, east of dividing wall. Intended Use: Equipment to slab Building Code & Year: 2015 IBC Reference Standard(s) Used: 2015 IBC Copies to: Client Engineer Owner x Contractor Architect Building Dept. Others Comments Technical Responsibility: Conforms x Does Not Conform Isaac R off, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except In full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTTO-4-US - Fax (206) 723-2221 Form No.: ADMIN-87-02(Rev 05/13) Anchor Size & Quantity: %" (96) Anchor Style: ■ Expansion 0 Screw • Sleeve ■ Drop In ESR Number: 3027 Anchor Manufacturer: HILTI Anchor Type: HUS -EZ (KH -EZ) Hole Diameter: %" Hole Depth: 3'/" Required Embedment: 3" Anchor Length: 3" Concrete Thickness: Concrete Strength: CMU Base Material: ►Z4 Normal Weight Concrete ■ Light Weight Concrete • ■ Brick ■ Composite Deck Hole Cleaning: 0 Compressed Air ■ Hand Pump • Other: ORA Torque Wrench ID: NA Torque: NA ft -lbs Drill Bit (ANSI B212.15): CS Yes ■ No Weather: Indoors, dry Ambient Temperature: 65° Reference Standard(s) Used: 2015 IBC Copies to: Client Engineer Owner x Contractor Architect Building Dept. Others Comments Technical Responsibility: Conforms x Does Not Conform Isaac R off, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except In full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTTO-4-US - Fax (206) 723-2221 Form No.: ADMIN-87-02(Rev 05/13) 10/1/2019 City of Tukwila Department of Community Development IAN MAYTHER 18375 OLYMPIC AVE S TUKWILA, WA 98188 RE: Permit No. D18-0085 RAINIER INDUSTRIES 6700 S GLACIER ST Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 11/21/2019. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 11/21/2019, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: D 18-0085 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 395956 - Revised Project: Address: Client: CONSTRUCTION INSPECTION REPORT Rainier Industries Racks 6700 South Glacier Street, Tukwila Rainier Industries, Ltd. Permit Number: Job Number: Client Address: D18-0085 19-0547 18375 Olympic Avenue South, Tukwila Inspections Performed Steel Decking Structural Steel Fabrication Structural Steel Erection Other (specify): Preconstruction Meeting Inspector and Date Remarks, Ernest Leimkuhler At Rainier Industries for discussion of screw anchor installation for storage racks. 7/03/2019 Copies to: Client Engineer Owner X Contractor Architect Building Dept. Others Technical Responsibility: Isaac Ruoff, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except In full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTTO-4-US - Fax (206) 723-2221 Form No.: ADMIN -63-05 (Rev 10/10) f y City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director May 22, 2019 Ian Mayther 18375 Olympic Ave S Tukwila, WA 98188 RE: Request for Extension #2 Permit Number D18-0085 Dear Mr. Mayther, This letter is in response to your written request for an extension to Permit D18-0085. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit through November 21, 2019. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, Kandace Nichols Permit Technician File: Permit No. D18-0085 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov Kandace Nichols From: Ian Mayther <ianm@rainier.com> Sent: Monday, May 20, 2019 11:48 AM To: Kandace Nichols Subject: D18-0085 - Racking Permit Good Morning Kandace, We spoke this morning at the permit desk. I would like to formally request and extension to permit #D18-0085. Can this email serve as written request to extend the permit(D18-0085)? Please let me know, especially if you need something comprehensive. Thanks, Ian Mayther Engineering Department Rainier Industries P: 425.981.1220 CAUTION: This email originated from outside the City of Tukwila network. Please DO NOT open attachments or click links from an unknown or suspicious origin. ' Request for Extension # Current E:--)iration Date: 5.21-1c1 Extension request: Approv 'd for days Denied provide explenaLion) Signature,' litials 1 4/1/2019 City of Tukwila Department of Community Development IAN MAYTHER 18375 OLYMPIC AVE S TUKWILA, WA 98188 RE: Permit No. D18-0085 RAINIER INDUSTRIES 6700 S GLACIER ST Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 5/21/2019. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 5/21/2019, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Kandace Nichols Permit Technician File No: D18-0085 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director November 19, 2018 Ian Mayther Rainier Industries 18375 Olympic Ave S Tukwila, WA 98188 RE: Request for Extension #1 Permit Number D18-0085 Dear Mr. Mayther, This letter is in response to your written request for an extension to Permit D18-0085. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit through May 21, 2019. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, ‘I 6Rachelle Ripley --11\41) Permit Technician File: Permit No. D18-0085 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov Rachelle Ripley From: Ian Mayther <ianm@rainier.com> Sent: Monday, November 5, 2018 12:16 PM To: Rachelle Ripley Subject: Permit #D18-0085 Good Afternoon Rachelle, I would like to request an extension for permit #D18-0085. It's a racking permit. We have struggled to get inventory moved into our new space until our new equipment is up and running. We should have the machines working in the coming weeks and will assemble the racks and move the inventory shortly thereafter. Please let me know if you need anything more information. Thanks, Ian Mayther Engineering Department Rainier Industries P: 425.981.1220 CAUTION: This email originated from outside the City of Tukwila network. Please DO NOT open attachments or click links from an unknown or suspicious origin. Request for Extension # I . ( ,) l 'sh Current Expiration Date: ' • Extension Request: 4 Approved for /td days Denied (provide explanation) 1 Signaturc nitials/1711-7 10/1/2018 `Y City of Tukwila Department of Community Development IAN MAYTHER 18375 OLYMPIC AVE S TUKWILA, WA 98188 RE: Permit No. D18-0085 RAINIER INDUSTRIES 6700 S GLACIER ST Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a fmal inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 11/21/2018. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or fmal inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 11/21/2018, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Rachelle Riple Permit Technician File No: D18-0085 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 May 11, 2018 l 1 \moi City of Tukwila Department of Community Development IAN MAYTHER 18375 OLYMPIC AVE S TUKWILA, WA 98188 RE: Correction Letter # 2 DEVELOPMENT Permit Application Number D 18-0085 RAINIER INDUSTRIES - 6700 S GLACIER ST Dear IAN MAYTHER, 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: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11x17 to a preferably maximum size of 24x36; all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "STAMP AND SIGNATURES" (If applicable) For Engineers: "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient (WAC 196-23-010 & 196-23-020). Architects: "date" only not required (WAC 308-12-081). (BUILDING REVIEW NOTES) 1. A revised cover sheet has been submitted where egress plan has been altered. The new plan shows a door removed and another door reversed which now alters the original egress plan submitted. For clarification, provide a revised plan sheet with details or specifications for the removal of the one exterior door and infill specifications of that opening. Include the dimensions for the revised paths of egress that extend to the exits. In the future, any changes to the original submitted plans or permit documents shall require a formal revision - application document submitted with appropriate revised documents and plans for additional review of the plan changes. Check with the permit center for the required documents. Note: Contingent on response to these corrections, further plan review may request for additional corrections. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) 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 / \ Sincerely, 1,1-4) Bill Rambo Permit Technician File No. D18-0085 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 April 04, 2018 f City of Tukwila Department of Community Development IAN MAYTHER 18375 OLYMPIC AVE S TUKWILA, WA 98188 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D18-0085 RAINIER INDUSTRIES - 6700 S GLACIER ST Dear IAN MAYTHER, 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: FIRE DEPARTMENT: Al Metzler at 206-971-8718 if you have questions regarding these comments. • Additional information is needed for this review. Please fill out the attached Combustible Storage Questionnaire. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) 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)433-7165. Sincerely, elle Ripley P111) Permit Technician File No. D18-0085 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 COMBUSTIBLE STOCK STORAGE QUESTIONNAIRE (Please print the information clearly.) Business Name: Business Address: (4,-3- « 6,1�- The purpose of this questionnaire is to assist in determining the Fire Code requirements for the storage of "High - Piled Combustible Stock" at your facility. These requirements will be based on the IFC and NFPA 13. This form should be completed and signed by a qualified person having the necessary code knowledge required for Combustible Stock Storage, e.g., architect or engineer of record, code consultant, insurance underwriter or fire protection engineer. 1. Commodity Class: "Sri rVemsi—cow e ST: Source: IFC NFPA Aerosol Level III: 0 Yes i No Class I, 11, 111, IV, High Hazard (V) (lowest to highest): 2. Description of storage (if additional space is needed, attach additional page): 14Wvu\ uvvl . r^v. U\I welivous cu. t•z:cc& CW£>T U W1 \/4v23:0vs Pc 4c.T 1,J E— 2 g -tT-L^W C7( (check one) ❑ Public Accessible or)( Private areas 3. Maximum height of storage: �g feet (distance from floor to top of commodity) 4. Method of storage (check all that apply) ❑ Encapsulated in plastic XNon-encapsulated Wooden pallets E Plastic pallets On racks with solid shelves ❑ On racks without solid shelves 111❑ Bin box made of: (check one) Solid pile that is: (chcc CEI `f E D Cl metal LI wood 111 plastic ❑ stable LIunstab'f e _ F TU K W I LA CORRECTION, LTR# WP 5. Types of racks: (check all that a ply) 1S 2018 single row double row ❑ multiple row 6. Area of storage: ❑ 0-500 sq. ft. ❑ 12,000-20,000 sq. ft. ❑ 300,001-500,000 sq. ft. ❑ 501-2,500 sq. ft. ❑ 20,0Q1-100,000 sq. ft. ❑ 500,001 sq. ft. and over X2,501-12,000 sq. ft. ❑ 1Q0,001-300,000 sq. ft. 0 2 hour separation PERMIT CENTER / \ \.J 7. Sprinkler information: a. Sprinkler density: -3C0 / b. Rack sprinklers? ❑ Yes%No c. Temperature rating of sprinkler head in: Ceiling ❑ Racks d. Fire hose stations and hose connections: ❑ Yes)( No Number required: Size: e. Fire flow worksheet completed: EYes XNo Design cross-checked: ❑ Yes ❑ No 1(on f. Class 1 standpipes required: Yes ❑ No 8. Building height: 36 feet 9. Distance from top of storage to fire sprinkler deflector: Q .s- feet (6„) oPtiNec7s 10. Smoke/Heat vents: pes ❑ No Ratio: I b() square feet @ 3z2 11. Draft curtains: ❑ Yes f\No sq. ft. sections Depth: ❑ 4 feet ❑ 6 feet ❑ 8 feet 12. Column/Wall fire protection required: ❑ Yes XNo Additional fire sprinkler heads: ❑ Yes ❑ No Protected by listed/tested assay: ❑ Yes ❑ No Description: 13. Aisle width between racks and storage: 3- feet 14. Smoke detection system: ❑ Yes XNo 15. Maxim m cubic feet per pile: (choose one) 0-50,000 cubic feet ❑ 100,001-200,000 cubic feet ❑ 50,001-100,000 cubic feet ❑ 200,001-400,000 cubic feet 16. Access roadways within 150 feet of all portions of exterior walls: ❑ Yes XNo 17. Access doorsprovided every 100 lineal feet on exterior walls which face access roadways: 1=1 Yes No 18. Alternate materials/methods requested: ❑ Yes XI No Combustible Stock Storage form Rev. 5/19/17 RAINIER INDUSTRIES LTD Home Espanol Contact Safety & Health Claims & Insurance Washington State Department of / Labor & Industries Page 1 of 3 Search L&I A -Z Index Help My 1.&1 Workplace Rights Trades & Licensing RAINIER INDUSTRIES LTD Owner or tradesperson Principals CAMPBELL, SCOTT CURTICE, PRESIDENT CAMPBELL, KAREN LYNN, VICE PRESIDENT SCHOONMAKER, GEORGE W (End: 01/01/1980) SCHOONMAKER, GEORGE W, AGENT (End: 01/01/1980) Doing business as RAINIER INDUSTRIES LTD WA UBI No. 600 523 816 18375 OLYMPIC AVE S TUKWILA, WA 98188 425-251-1800 KING County Business type Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties Awnings, Canopies, Patio Covers, Exterior Screens License no. RAINIIL066QP Effective — expiration 11/1711994— 01/11/2019 Bond CBIC Bond account no. LB6600 Active. Meets current requirements. $6,000.00 Received by L&I Effective date 09/16/2002 10/01/2002 Expiration date Until Canceled Insurance Phoenix Insurance Company, The $1,000,000.00 Policy no. 6300532991 Received by L&I Effective date 12/22/2017 12/31/2016 Expiration date 12/31/2018 Insurance history Savings ............... Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=600523816&LIC=RAINIIL066QP&SAW= 5/25/2018 2 3 4 6 1 6 7 6 1 9 1 10 12 13 14 16 10 REVISION HISTORY 17 REV DESCRIPTION SY DATE APPR A RACK DRAWING IRM 2/282118 0 RACK LOCATIONS RM 3/1412018 C ENO. REDLINES IRM 32012018 PROPERTY LINE PROPERTY LINE 46.4411.4 • Ole 846 041 Olympic Avenue S PROPERTY LINE Olympic Ave S ,••..,.,•.,.••.........................••.•....•••.,...,..••••,.•..••.•••.•..•,•...•,:) Existing 1Ol Existing Driveway PARKING LOT PARKING LOT 87 8700 S. GLACIER ST TUKWILA. WA 08108 PARCEL 07806000080 IBC OCCUPANCY A8F FACTORCL8: Y 80 FT: 22,000 *fr OFFICE SPACES 4141 124 4.11 ego 806 4141 Id 1ff woe 0. pip 18.1 O. Driveway Lora Doh w",Am C cm • ▪ • O 1 al at Existing Sidewalk Existing Fenced Area • 1 • I1.....•... • 178.4"....,....•.....•....••.................................•.. Plan Vlew® Scale: " -1T•0" PROPERTY LINE RACK TABLE # TYPE LENGTH (FT) HEIGHT (FT) WIDTH (FT) 1 PALLET 10 16 4 2 PALLET 12 16 4 3 PALLET 12 16 4 4 PALLET 12 16 4 5 PALLET 12 16 4 6 PALLET 12 16 4 7 PALLET 8 16 4 8 PALLET 13 16 4 9 PALLET 8 16 4 10 PALLET 12 8 4 11 PALLET 12 8 4 12 PALLET 10 8 4 13 PALLET 10 8 4 14 PALLET 8 8 4 15 PALLET 8 16 4 16 PALLET 8 16 4 17 PALLET 8 16 4 18 PALLET 8 16 4 19 PALLET 8 16 4 20 PALLET 8 16 4 21 CANTILEVER 46 16 5 22 CANTILEVER 46 16 5 23 CANTILEVER 46 16 5 24 CANTILEVER 46 16 5 25 CANTILEVER 46 16 5 26 CANTILEVER 46 16 5 27 PALLET 8 16 4 28 PALLET 8 16 4 29 PALLET 8 16 4 30 PALLET 8 16 4 i 1 P O'O k NEW RACK LOCATIONS ORIGINAL DESIGN CONCEPTS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS AND ARE TEH PROPERTY OF RAINIER INDUSTRIES, LTD. ANY REPRODUCTION OF THIS DEBINO CONCEPTS WITHOUT WRITTEN CONSENT IS EXPRESSLY FORBIDDEN. SCOPE OF WORI(; INSTALLATION OF NEW MATERIAL STORAGE RACKS • RACKS ON THESE PAGES ARE PROPOSED FOR THIS PERMIT • EACH RACK IS NOTED WITH A NUMBER CORRESPONDING TO THE TABLE PROVIDING DIMENSIONS •• THE RACKS ARE CALLED OUR AS CANTILEVER OR PALLET AND MATCH THE STRUCTURAL ENGINEERING LCULATIONS •• THE MAXIMUM NOMINAL HEIGHT, SOME RACKS ARE NOT CONFIGURED WITH SHELVES AT THE MAX, HEIGHT) •• THE NOMINAL WIDTH •NOMINALNHEIGHT OF OVERHEAD BEAMS: 22'48" • NOMINAL HEIGHT TO UNDERSIDE OF PLYWOOD ROOF DECKING: 241.10" 'Prat. NAL HE TO THE TOP OF THE HIGHEST STORED ITEM: • THE INVENTORY AT RAINIER IS DYNAMIC •• MOST 16' RACKS D0 NOT HAVE INVENTORY STORED ABOVE 16' LEVEL se ITEMS TOPON�'0" RACKS ARE TYPICALLY LEST THAN 20•AFF .• •(0%MTCT MIA n• COMBUSTIBLES e•• 00% NON•COMBUSTIBLES DOOR SWING REVERSED 6700 S. GLACIER ST TUKWILA, WA 98188 PARCEL #7888900080 IBC OCCUPANCY CLASS: F FACTORY SQ FT: 22,000 ■ OFFICE SPACES m EVACUATION ROUTE ■ LIVIR RAG 67.11 D E EGRESS CHANGES EGRESS DIMS MORE PALLET RACKS IRM IRM IRM MY2010 61172 016 t12712021 IRM IRM IRM "ALL NON -RACKING TO BE PERMITTED SEPERATELY*" LIVIA RACK at ti CAN7n. titLIVVIR 4 CAP, MIR RACK e 4 ,S CALM ML CK LIV1R RIM 74' CMITJ4R MCA CANTILIVIR RACK EVACUATION ROUTE EVACUATION RO /rI ell_111111111;m TE H rjt Loading Dock (BY OTHERS) EVACUATION ROUTE r;- 14' _a •N .�.1.� -. . t ''�- Nit• s AU618all •El "1 rrt ir 11101111111111 tlh Nab al UllumIs',i III I nu./'■ .IaF1. 1 I•r II] trail RuI T" 1•M•R.oh Ia',a• •r 2311' 161'4 Rack Layout® Scale:r 1'-0" 71' 14 r:A Di 9a0095 1 pracr J 1 01.29.2021 1 SHEET INDEX PAGE Pt SHEET DESCRIPTION PLAN VIEW DEPARTMENT P2 AYOUT ELEVATION VIEWS .X•t114' .XX•a1110' ANGLES • s 1' Ad TIER INDUSTRIES W el RAINIER INDUSTRIES LTD _. - P1 P.' R&D \Tukwlla\Glacier Building \01 • Automation (BB)\System Drawings \Rainier - SPray Ptomain g • Rev12.2.dw 2 3 4 e e 7 E 10 11 12 13 14 11 11 17 L L L L L L L MEM -• — e SASEPLATE VANS MA% OP (T> SHELVES PER UPRIGHT d. rIA •"' Pallet Rack • Front Elevation® Scale: }" =110" Cantilever Rack - Front Elevation© Scale: j" =1'•0" Ye 3 t MMPPLATE Pallet Rack • Side Elevation® Scale:}" =1'•0" a Oa* i t 1•44— 4of e0' .,• .. e• . ti .. Cantilever Rack • 5'-Side Elevation Scale: }" =11•0" e"Kv STEEL MSEPLATE ((WELDED TO UPRIGHT. SY OTHERS) CONCRETE FLOOR ,EY OTHERS) T t L a Pallet Rack • Attachment • TYP Scale: 3" =1'•0" 10' TYP. a 4 • • 1 ., 34. Cantllever Rack • 3'-Side Elevation Scale: }" =11-0" RACK UPRIGHT (SY OTHERS) HILT( KHli F3' at MIN. SM KO GI PER SASEPLAT3 n STEEL FOOT MOLTED TO UPRIGHT) CONCRETE PLCOR (POTHERS) a lo 6' Pallet Beam Scale: 8" 211•0" •te• RACK UPRIGHT (SY OTHERS( 5" Pallet Beam O Scale: 8" 11•0" HILT( KK•!Z F,T 2.r MIN ! EC (2) PER Still FOOT A Cantilever Rack • Attachment - TYP Scale: 3" =11•0" d 4" Pallet Beam 0 Scale: 8" =1'-0" REVISION HISTORY REV DESCRIPTION BY DATE APPR A RACK DRAWING IRM 2/262018 S RACK LOCATIONS AM V1412010 c ENO. REDLINES IRM 3Y20?2010 b 14?-008s 01.29.2021 ._0 R&D\Tukwlb\Glecler & :(ding\01 • Automation (SS)\Sy.tem Drawings\RSInier • Spray Processing • Rev12.2.dwp .%• s 111' .%x•s1He' ANGLES • * 1• RAINIER INDUSTRIES 111111) RAINIER INDUSTRIES LT SON VIEW ninon* 111 P2 9 10 11 12 13 14 15 6 17 REVISION HISTORY REV DESCRIPTION BY DATE PROPERTY LINE PROPERTY LINE Olympic Avenue S • ±01 ONINHVd Existing Driveway • • PROPERTY LINE Olympic Ave S ......... . . PARKING LOT PARKING LOT 7r Driveway Losing pork more" 1 Existing 6700 5. GLACIER ST TUICWILA, WA 98188 PARCEL 6781389000130 IBC OCCUPANCY CLASS: F FACTORY SO FT: 22,000 OFFICE SPACES Uv 178'd' Existing Fenced Area Plan Viewa) Scale:3"=1'-0"O PRODUCTION FLOOR • PROPERTY LINE ) EXPIRES: .y'''.12.Jf Sidewalk 10 s RACK TABLE # TYPE LENGTH (FT) HEIGHT (FT) WIDTH (FT) 1 PALLET 10 16 4 2 PALLET 12 16 4 3 PALLET 12 16 4 4 PALLET 12 16 4 5 PALLET 12 16 4 6 PALLET 12 16 4 7 PALLET 8 16 4 8 PALLET 13 16 4 9 PALLET 8 16 4 10 PALLET 12 8 4 11 PALLET 12 8 4 12 PALLET 10 8 4 13 PALLET 10 8 4 14 PALLET 9 8 4 15 CANTILEVER 22 16 5 16 PALLET 8 16 4 17 PALLET 8 16 4 18 PALLET 8 16 4 19 PALLET 8 16 4 20 PALLET 8 16 4 21 PALLET 8 16 4 22 CANTILEVER 46 16 3 23 CANTILEVER 46 16 5 24 PALLET 8 16 4 25 CANTILEVER 46 16 5 26 CANTILEVER 46 16 5 27 CANTILEVER 46 16 5 28 CANTILEVER 46 16 5 DOOR SWING REVERSED 6700 S. GLACIER ST TU KW I LA, WA 98188 PARCEL #7888900080 IBC OCCUPANCY CLASS: F FACTORY SQ FT: 22,000 OFFICE SPACE Welt r... rrro. ,., �R chanical LL7 E1Sc&ICa1 L9�Plumbing ;IA3s Piping itikvila Wir,1ONi m EVACUATION ROUTE Raa 23`,a FUNCTION: TO PERMIT NEW RACK LOCATIONS ORIGINAL DESIGN CONCEPTS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS AND ARE TEH PROPERTY OF RAINIER INDUSTRIES, LTD. ANY REPRODUCTION OF THIS DESING CONCEPTS WITHOUT WRITTEN CONSENT G EXPRESSLY FORBIDDEN. SCOPE OF WORK INSTALLATION OF NEW MATERIAL STORAGE RACKS PAGES P1.00 & P2.00 / PLAN VIEW AND RACK ELEVATIONS: • RACKS ON THESE PAGES ARE PROPOSED FOR THIS PERMIT • EACH RACK IS NOTED WITH A NUMBER CORRESPONDING TO THE TABLE PROVIDING DIMENSIONS •• THE RACKS ARE CALLED OUR AS CANTILEVER OR PALLET AND MATCH THE STRUCTUFtAL •• THE MAXIMUM NOMINAL ENGINEERING (SOME RACKS ARE NOT CONFIGURED WITH SHELVES AT THE MAX. HEIGHT) •• THE NOMINAL WIDTH GENERAL NOTES: • NOMINAL HEIGHT OF OVERHEAD BEAMS: 22'-6- • NOMINAL HEIGHT TO UNDERSIDE OF PLYWOOD ROOF DECKING: 24'-10" INVENTORY: • NOMINAL HEIGHT TO THE TOP OF THE HIGHEST STORED ITEM: • THE INVENTORY AT RAINIER 1S DYNAMIC •• MOST 16' RACKS DO NOT HAVE INVENTORY STORED ABOVE 16' LEVEL •• ITEMS ON TOP RACKS ARE TYPICALLY LEST THAN 20'-0" AFF •• INVENTORY MIX ••• 10% COMBUSTIBLES ••• 90% NON -COMBUSTIBLES ////,,,///////„/,,,,////,,nn//,,,,, —r, wzz /27 / /„////, �a .arm ci 11111 A RAOC DRAWING IRM 27M1Nle 3 RACK LOCATIONS IRM 311412018 C ENG. REDLINES IRM 3/20/2018 EGRESS CHANGES IRM 4/612014 EGRESS DIMS IRM 5117/2018 **ALL NON -RACKING TO BE PERMITTED SEPERATELY** FILE COPY Permit No le-ooBs Plan raviox' approval is subject to errors and omissions. Approval of construction documents dace not authorize the violation cf ary adopted coda or ordinance. Receipt of approve! Fia,d Copy and conditionsh•s acknowlad jed: •/,/„/////./ //,/,V,W4/,,.,///. //// �r.,�ns.' CARR- -T CANT - LEVER LEVER 1p w. RACK it 1r RACK L. - - CFATL -I ER LEVER LEVER _. RACK RACK _ - - - - - - GNII. LEVER RACK CbNTL .EVER r I it f 1 aRACK II CANT. LEVER RACK CAVIL LEVER RACM RACK li - _ _ - - _ _ r u� CAN➢LEVER RACK 11 iaNNOii•UNINIEL \ \ \ — EVACUA TICK ROUTE St L nall r.i Rack Layout Scale: 51" L-1-0" CANT LEVER RACK b a et Ric g3'oM I ergNm awns. By. ud��Tl Date: tots - os' -?-S City of Tukwila BUILDING DIVISION NO DOOR Loading Dock (BY OTHERS) /NA»Y////////////// ///H//H//H// i EVACUATION ROUTE LTR# Q[B- ooSs CITY Ci 1 .. KW!LA PERMIT CENTER SHEET INDEX PAGE SHEET DESCRIPTION DEPARTMBJT P1 PLAN VIEW P2 ELEVATION VIEWS M&LAYOUT .X=t14' ANGLES =± 1 ° RAINER INDUSTRIES PLAN VIEW T•r. DTTukwila\Glacier Building\01 - Automation (BB)\System Drawings \Rainier - Spray Processing - Rev11.8.dwq RA IER INDUSTRIES LTD �„•..a. 111232 2 3 4 t VA RES I+ ?TYP, SW( OF (7) SHELVES PER UPRIGHT 1 - L 1 1 L 1 f L 1 1 1 l 1 f B' BASEPLATE (/L Pallet Rack - Front Elevation® Scale: 3" =1'-0" Cantilever Rack - Front Elevation© Scale: 2" = 5 6 7 3- to t� BASEPLATE Pallet Rack - Side Elevation® Scale: a" = 1'-0" 4.4 —.11V TYP. 's. i t 9.1' Cantilever Rack - 5'-Side Elevation Scale: z" =1'-0" 8 9 87L5' STEEL BASEPLATE (WELDED TO UPRIGHT. BY OTHERS) CONCRETE FLOOR (BY OTHERS) a Q a 10 Pallet Rack - Attachment - TYP Scale: 3" =1-0" TYP Iyt 1 In —8-- — 2-6 r-0' Cantilever Rack - 3'-Side Elevation ® Scale: " =1'-0" RACK UPRIGHT (BY OTHERS) 11 HIL11KHf2?xr 2.5' MN. EMBED (2) PER BASEPLATE a 12 6" Pallet Beam Scale: 6" = 1'-0" fir SPECIAI. INSPECTION FOR STORAGE RACKS (OVER 8 FEET) (IBC 1707.5.11.7) Periodic special inspection is required during the anchorage of storage racks 8 feet or greater in height in structures assigned to Seismic Design Category D, E or F. and TABLE 1705.3 (#4) Inspection of anchors post - installed in hardened concrete members. STEEL FOOT (BOLTED TO UPRIGHT) CONCRETE FLOOR (BY OTHERS) 13 u»m RACK UPRIGHT 03Y OTHERS' 14 Aro 5" Pallet Beam © Scale: 6" =1'-0" HLLTI KHFI}'xr 2.5' MIN. EMBEO (2) PER STEEL FOOT A Cantilever Rack - Attachment - TYP Scale: 3" = 1-0" 15 2? 4" Pallet Beam Scale: 6" = 1'-0" 1 A B 6 DESCRIPTION RACK DRAWING RACK LOCATIONS B4G.REDUNES n 4'. City of Yi cute`'_ •6�1':1 tit)5L,1Cy; C';.:o t MAR 2 1 2018 17 BY IRM IRM IRM DATE 7128TP018 311412018 32012018 RECEIVED CITY OF ThKWILA 3 PERMIT CENTER APPR Rt(D\Tukwila\Glacier Buildinq\01- Automation (BB)\System Drawings \Rainier - Spray Processing - Rev11.4.dwq II/ MOIR' RACK LAYOUT .X 23114' .XX= i1116' ANGLES =± 1 ° RAINIER INDUSTRIES ELEVATION VIEW RAINIER INDUSTRIES LTD Swel 111232 P2