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HomeMy WebLinkAboutPermit D16-0348 - JOE'S COFFEE GARAGE - STORAGE RACKSJOE'S COFFEE GARAGE 1017 INDUSTRY DR EXPIRED 01/08/18 D16-0348 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 2523049034 Permit Number: 1017 INDUSTRY DR Issue Date: Permit Expires On: Project Name: JOE'S COFFEE GARAGE D16-0348 1/11/2017 7/10/2017 Owner: Name: Address: Contact Person: Name: Address: ICON TUKWILA OWNER POOL 2 L 2 N RIVERSIDE 2350, CHICAGO, WA, 60606 MIKE SORENSON 1100 SW 7TH ST, RENTON, WA, 98057 Contractor: Name: NORTH WEST HANDLING SYS INC Address: 1100 SW 7TH ST , RENTON, WA, 98055 License No: NORTHWH275JF Lender: Name: JOE'S COFFEE GARAGE Address: 979 INDUSTRY DR , TUKWILA, WA, 98188 Phone: (206) 818-4488 Phone: (206) 255-0500 Expiration Date: 10/9/2017 DESCRIPTION OF WORK: SUPPLY AND INSTALL USED PALLET RACKING Project Valuation: $3,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: NO Type of Construction: IIIB Electrical Service Provided by: TUKWILA Fees Collected: $257.98 Occupancy per IBC: 5-1 Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Volumes: Cut: 0 Fill: 0 Number: 0 Water Meter: No Permit Center Authorized Signature: AP di/rdi-clo Date: 1111 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. Date: 1 /((// 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: 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: The special inspections and verifications for concrete construction shall be as required by IBC Chapter 17, Table 1705.3. 5: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 6: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 7: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 8: 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. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 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. 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) 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) 15: Maintain fire extinguisher coverage throughout. 25: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.3.1) 18: 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) 17: 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) 19: 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) 20: 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) 21: 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) 22: Flue spaces shall be provided in accordance with International Fire Code Table 3208.3. Required flue spaces shall be maintained. 16: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 23: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 24: 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** 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0409 FRAMING 4046 SI-EPDXY/EXP CONC CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. blip- Of'@ Project No. Date Application Accepted: Date Application Expires: !P i (For office e only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: 'I 7g .1' _/ -tom King Co Assessor's Tax No.: Suite Number: Floor: Tenant Name: lb -a- S Gefver.- �-�-� New Tenant: El Yes �No PROPERTY OWNER / Name: *%v-Tii ,14r O 'n1r px.)/ 01, LLC. Address: 63/ s / n4! �' '3 ivd. S`� 6 city, --rt, w l .� State: (hz/.4. Zip: ?mg CONTACT PERSON - person receiving all project communication Name: /16Ce0SUn Address:l,00 $W 7 ° s -7 -- City: 761 /Po-kcih State: / ,,,, Zipq�7 l�/ Phone: Fax: Email: OI SUr.€✓►So,- glia', 5 e Co r -Y% GENERAL CONTRACTOR INFORMATION Company NameztjO 414 Vie /3/44/4 /�kl, j Address:I(bC 3-l" 70 0. City: 7 r Iv���in State:, Zipq 05y Phone: 105, a, ..0szer Fax:lj y ?-694' Contr Reg No /, U vii 97 .- xp Date: /0A, /1,7 Tukwila Business License No.:D -,� 619:304 7 H:Wpplications\Forms-Applications On Line \2011 Applications\Pertnit Application Revised - 8.9-11.docx Revised: August 2011 bh ARCHITECT OF RECORD Company Name.01)454,1 4.6.1" Engineer Name: /� ✓ pany Name: City: /-• t„a _ State:Zis./y Phone:Re' ) r3,V0 Fax: l eN.e9--)g'r ) Architec \ ame: Address: City: State: Zip: Phone: F. • E -• . ENGINEER OF RECORD Company Name.01)454,1 4.6.1" Engineer Name: /� ✓ Address: J% vv, l�roe City: /-• t„a _ State:Zis./y Phone:Re' ) r3,V0 Fax: l eN.e9--)g'r ) Email: i1 A LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: c��� Address: , City: 17),E, _5 CU tate: ip: Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ J� OG7r9 Existing Building Valuation: $ n Describe the scope of work (please provide detailed information):, 5:7F( r`eishze, ot-edeigeglitty fiea.r-e_ cri7 (ltLCG(6� GHS. S Cy, �lr CC)7C2:6 G. . Will there be new rack storage? [Yes .. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: VSprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes [f• No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health h 1 4 Department. H:\Applications\Forr s -Applications On Line\2011 Applications\Permit 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 1't Floor i tiu - 1 /b 56 a III -01 (' / J- l 2nd 2 Floor 3rd Floor Floors thru ' Basement Accessory Structure* Attached Garage I Detached Garage Attached Carport Detached Carport I Covered Deck \ k Uncovered Deck I PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: VSprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes [f• No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health h 1 4 Department. H:\Applications\Forr s -Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 e of Work (please provide detailed information): Water District ❑ ...Tukwila 0 ...Water Availability Provid Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sh = t. Sewer District ❑ ...Tukwila 0 ...Sewer Use Certificate ❑ .... ewer Availability Provided 0 ...Water District #125 0 .. Highline .Valley View 0 .. Renton Septic System: 0 On-site Septic System — For on-site se tic system, provide 2 copies of a current se lc design approved by King County Health Department. enton 0 .. Seattle Submitted with Application (mark boxes w ch apply): ❑ ...Civil Plans Maximum Paper Size — 22" 34") ❑ ...Technical Information Report (Storm Drain ) 0 .. Geot• finical Report ❑ ...Bond 0 .. Insurance ❑ ... ement(s) ❑ .. Ma tenance Agreement(s) Proposed Activities (mark boxes that apply): 0 ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities 0 ...Frontage Improvements ❑ ...Traffic Control 0 ...Backflow Prevention - Fire Protection Irrigation ❑...Traffic Impact Analysis 0 ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) .. Right-of-way Use - Profit for less than 72 hours .. Right-of-way Use — Potential Disturbance 0 .. Work in Flood Zone ❑ .. Ab. , don Septic Tan 0 • Cut ❑ vement Cut ❑ • oped Fire Line Domestic Water 0 ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size .. 0 ...Water Only Meter Size 0 ...Sewer Main Extension ublic 0 ❑ ...Water Main Extension .Public 0 11 11 FINANCE INFORMATION Fire Line Size at Property L. 0 ...Water Monthly Service Billin • to: Name: Mailing Address: Water Meter ' efund/Billin Name: ...Sewer .. Storm Drainage WO# WO# WO # 0 ...De • ct Water Meter Size Private Private 0 .. Grease Interceptor 0 .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding Number of Public Fire Hydrant(s) 0 ...Sewage Treatment Mailing Address: Day Telephone: City State Day Telephone: Zip City State Zip H:IApplications\Fomts-Applications On Line \2011 Applications\Pemnt Application Revised - 13-9-I1.docx Revised: August 2011 bh Page 3 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 OWNER OR AUTHO»ED AGENT: Signature: Print Name: Mailing Address: (100 J (A/ ! = Date: /€?-/ea- -/�6 Day Telephone:e)06 —g/ - (flag Q d ensY City H:\Applications\Forms-Applications On Line\2011 ApplicationsTermit Application Revised - 8-9-11.docx Revised: August 2011 bh State Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT I QUANTITY PermitTRAK PAID $257.98 D16-0348 Address: 979 INDUSTRY DR Apn: 2523049034 $257.98 DEVELOPMENT $250.52 PERMIT FEE R000.322.100.00.00 0.00 $149.10 PLAN CHECK FEE R000.345.830.00.00 0.00 $96.92 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $7.46 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R10108 R000.322.900.04.00 0.00 $7.46 $257.98 Date Paid: Thursday, December 22, 2016 Paid By: MICHAEL SORENSON Pay Method: CREDIT CARD 062190 Printed: Thursday, December 22, 2016 10:26 AM 1 of 1 riPW 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 1)j6 - Q3 iii5 Pr ject:Type See'S r 6- of Inspection: go/th/AJe,- 1/A/4 - Address: Date Called: /a7 lAJAs v b? Special Instructions: Date Wanted:7 /z/i 7 1. Requester: Phone No: I06 qr® 5e-,96, EIApproved per applicable codes. RCorrections required prior to approval. COMMENTS: 12a0)1126% CatTRAc kL. rfV-L. /PA i%a4L. jarto.!lt ilz`l bly11 1fe- /i P c:(76) Meal_ Inspector:A Date: 7/2-17 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit bi6-OVie PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: 'S A /2A66- £i Ty a of Inspection: 'ISLA Lb ni& crA/41 Address: 1007 /, JI uS-F`1?'/ 'b' Date Called: Special Instructions: Date Wanted: 3 1 /1 7 P.m. Requester: Phone No: Q106 -- 41,0- 8%/6 Approved per applicable codes. 1J Corrections required prior to approval. COMMENTS: t L( jAisPerruS Inspector: Date: w7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit Dl1rz -o 3`ia PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: i ics . s GAR96 Cbff f Type of Inspection: 8th 1 LDI NG- Fl l f% -L - Address: /0/ 7 /Aba DR i Date Called: 6 Special Instructions: gitegi ti.&" .410re k j I/G . - APPleoolt. Date Wanted: 2 -27-''7 �m. p.m. Requester: In/ Kg. Phone No: .2.V Ce — a/ g - '»I ❑ Approved per applicable codes. gJ Corrections required prior to approval. COMMENTS: 0 l — i , I & LAB /Ya awl - '' ,1. wLix AiLaactra 1,r : 74i 6,J 2 PaziAlbe- 4--cArAL- terreK I-(014 7a17416" 6 p4o-i. ,P_e' bool- -1<frAi- AP-Prect4-1- .410re k j I/G . - APPleoolt. Inspector: 44741 REINSPECTION FEE REQUIRED. Prior to next inspection. f/e must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:,--- Type of Inspection: -7,-/-t---f/-,./4--L--- Address:Contact Suite #: /(S?' /n Ot571'Ly Person: Special Instructions: f Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: — -7C1-6 f,'N/, A o/ - Pfri 0/1J67 E)74L-r2 67 tV eLl // 6 f17` Ai �r BZ 67 /�P,PrLov - Pre -Fire: r Occupancy Type: - /NS%-7zL / F/gE--- &c7� 3tAi 6e ,' -- - - /r1 A ".4-7-71-, f`I FLU jpilz E" S - el< 745 taros -- P 11)r1Q .AL1. j Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: q--/''7 c!- Date: 2/2g1(q- Hrs.: I $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 Fireproofing Aggregates Shotcrete Concrete Masonry Asphalt Roofing P iling S teel S o i Is Wood February 28, 2017 File No. 17-219 Building Official City of Tukwila Building Department 6300 Southcenter Blvd. Tukwila, WA 98188 Project: Address: Permit: Joe's Garage Coffee 1025 Industry Drive 016-0348 A.A.R. TESTING LABORATORY, INC. CONSTRUCTION INSPECTION AND MATERIAL TESTING NATIONALLY ACCEPTED LABORATORY 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 is attached. 1. Proprietary anchor 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, A.A.R. TESTING LABORATORY, INC. Kimberle Anderson President RECEIVED CITY OF TUKWILA FEB 2 8 2017 PERMIT CENTER CC: NorthWest Handling Systems, Inc. -Tony Johnson, Mike Sorenson Joe's Garage Coffee -Greg Gould Tel: (425) 881-5812 Fax (425) 881-5441 • 7126 180th Ave. NE • P.O. Box 2523 • Redmond, WA 98073 Field Report Report #: 69138 A.A.R. Testing Laboratory, Inc. 7126180th Ave,N.E., Park 180, Suite C101, Recim-ond,V9ARedmond,, 98052 Phone 425.881,5812 Fax 425.881.5441 Client: NorthWest Handling Systems, Inc. 1100 SW 7th St. Renton, WA 98055-2939 Contact: Tony Johnson Project Number: Permit #: Project Name: Address: 17-219 D16 0348 Joe's Garage Coffee 1025 Industry Drive Inspection Performed: Proprietary Anchors Date: 2/28/2017 Time: Temperature: Anchor bolts for pallet racks. Verified installation of Hilti KB -TZ anchors, 1/2" x 4 1/2" with 3 1/4" embedment, torqued to 40 ft. lbs. All installed in accordance with ESR 1917 and per drawing D1. RECEIVED CITY OF TUKWILA FEB 2 8 2017 PERMIT CENTER Distribution: [l Distribute Client i^ Distribute Contractor Distribute Engineer Distribute Owner Distribute Municipality [J Distribute Other 7: ,, Distribute Architect ;_ Distribute Other Inspector: Trow, Michael Reviewed by: Michele Guerrini 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 s +.4a BY G. OHANIAN RAdK DEOI(N Sc ENOINEERINd d0. DATE. 12-20-16 SUBJECT 412 WEST BROADWAY, SUITE #204 (4LENDALE, dA. 91204 TEL:(818)240-3810 FAX:(818)240-3813 SHEET NO. 1 JOB NO.. RD -18803 STRUCTURAL CALCULATIONS OF STORAGE RACKS FOR: JOE'S GARAGE COFFEE 9 INDUSTRY DRIVE TUKWILA, WA 98188 PER IBC 2015 SEC. 2209.1 ASCE 7-10 SEC. 15.5.3 RMI/ANSI/MH 16.1:2012 STORAGE RACKS CAPACITY: 3500 # / LEVEL CALCS. 1 THRU 4 DRAWINGS: RD -18803 EXPIRES 12-26-17 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 0 6 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 2 2 2016 PERMIT CENTER BY G. OHANIAN RACK DEOIGN Sc ENGINEERING CO. DATE. 12-20-16 SUBJECT 412 WEST BROADWAY, SUITE #204 dLENDALE, dA. 91204 TEL:(818)240-3810 FAX:(818)240-3813 SHEET NO. 2 JOB NO.. RD -18803 12' LONG BEAM SEISMIC DESIGN _ S Os x1 Rx1.4 )04/ 44" 44" i LOAD PER BEAM + 25% IMPACT LOAD lx =4.4 (3.5Kx.88)+(1.8Kx.25) = .5— 1.8 K BEAMS Sx =1.4 FY= 55 KSI. M= 8 2 = 32 •"K SR= .96<1.4 384.x 5xwL4 E .7 < 180 =.80„ IBC 2015 SEC. 2209.1 ASCE 7-10 SEC. 15.5.3, RMI/ANSI/MH 16.1:2012 S DS =0.96 (USGS WEB SITE, "SITE CLASS D") 1=1 NO PUBLIC ACCESS R=6 MOM. CONN. R=4 BRACED W=D.L.+ 3 PALLET LOAD LOAD PER COL. = 3x3.5 K =5.2 K 2 COL. P=.2pL+ (5.2Kx0.75)=4.1 K W=.2DL+ (5.2Pi.x0.67)= 3.7 K L= '42 K ONGIT. V = .64K TRANS. LONGIT. SEISMIC 8' LONG BEAM io lx =4.4 Sx =.9 Fy =55 KSI. M= w1-2 2 = 22 "K S R= .66<.9 4 384.1x .E 180 — 21K 6.1"K 14K 6.1" = 10.2"K 07K 10.2"K 12.3"K .42K 12.3"K 4 ••• BY G. OHANIAN RAdK DE$I(N & ENChINEERINC do. 12-20-16 SHEET NO 3 DATE . 412 IPE T BROADWAY, gUITE #204 LENDALE, CA. 91204 JOB NO. RD -18803 SUBJECT TEL:(818)240-3810 FAX:(818)240-3813 COLUMN ANALYSIS x- 3" -- x t=.090" 1J Fy=55 KSI Ae=.78 Ix=1.19 Se=.8 rx=1.2 ry=1.1 COMBINED STRESS RATIO Pex= (K�)Z =33.0 Qc=1.8 f2cP - Qb=1.67 ax=1- Pex .78 Cmx=.85 BASE PLATE ANCH. TENSION = 0 ANCHOR SHEAR = .21 K KL = 60x1.2 rx 1.2 =60 Fe=(KLE2=81 rx/ KL _� 6 =33 A2 ry • Fr=Fy(.658 c )=41 KSI Ac<1.5 Ac=JFy/Fe = 0.82 Mn=Se .Fy=44 f2c.P+f2b.Cmx.M = 74<1 P, Mn.ax• (2)-1/2"0 ANCHORS PER BASE PL., 3 1/4" EMB. HILTI KWIK BOLT -TZ ESR -1917 SPECIAL INSPECTION IS REQUIRED MOMENT AT BEAM CONNECTION .5x.09x 1x65=2.9 K BEARING CAPACITY OF COL. HOLE 7/16"0 RIVET A = .1 Fy 79 KSI Pa = .1 x79x.4 = 3 K Ma = (2.9 Kx6")+(1.5 Kx4") = 23.4 "K 3 PIN CONN. CONN. 1ST LEVEL Ma = (2.9 Kx4")+(1.5 Kx2") = 14.6 "K 3 PIN CONN. CONN. MEND- -.O1XWI2= 2.5 "K M= 11.2"K M=13.7 "K SEISMIC TOTAL Pn= Fn .Ae = 32.0 K 4.1K 12.3 1 iE;v&5 8"x5"x3/8" BASE PLATE SI. 0 01 431, 2ND & 3RD LEVELS 11.2" 4 a BY G. OHANIAN RAdK DE$I(N & EN(INEERIN(t do. 412 WET BROADWAY, QUITE #204 LENDALE, dA. 91204 TEL:(818)240-3810 FAX:(818)240-3813 DATE . 12-20-16 SUBJECT SHEET NO 4 JOB NO. RD -18803 OVERTURNING MOT=.64Kx2 x198"x0.66 =167 "K COL. MR = 4.1 Kx42" = 174"K NO UPLIFT LOAD TO DIAGONAL P = .64 Kx2 X 52 = 1.5 K COL. 42 BOTH SIDES TYP .64K 4.1K 41K r. 711 I x I I� `I 10 .64 K 0) o co 42" TOP LEVEL LOADING 0 W= 0.2DL+1.8LL=2.OK LOAD PER COL. V= .34 K MOT=.34Kx2 COL. x180"= 121"K MR = 2.0 Kx42" = 82 "K FY =55 KSI Ae=.26 rx =.48 L= 52" P°= 3.1 K CHECK WELDS p°= (1_.01L)L.t.Fu = 5.36K SZ= 2.55 Pn= 2.1 K x2 = 4.2K 0SIDES CHECK SLAB 4100 =4.1 1000 4.1x144=590 J 590=24" ( 2 M= \ 12 ) x 1000x 2 x12=1500 "# S= 12x62 = 72 6 1500 = 21 <1.6 2500 =80 72 UPLIFT = 121-82 = 92 K 42" 1/8 1.5" \N� x f J x tl=.06" 4100 # 6" CONCRETE SLAB 2500 PSI. CONC. 1000 PSF. SOIL e Material Handling Experts 1100 SW 7th St r Renton, WA 98055 L-2, 17(425) 228-6946 fax RACK INFORMATION SUPPLEMENT to 11 (425) 255-0500 ph SITE ADDRESS: (pcilndustry Drive TENANT NAME: Joe's Garage Coffee DATE: December 22, 2016 APPLICANT: Mike Sorenson / (206) 818-4488 1. Load application and rack configuration drawings attached. REVIEWED FOR CODE COMPLIANCE APPROVED JAN 0 6 2C1? City of Tukwila BUILDING DIVISION 2. Attached plans detail the rack locations, dimensions, and specifications. Attached plans detail the building configuration. 3. Stamped engineering calculations attached. 4. Special inspection of anchor bolts to be completed by AAR Testing Lab PO Box 2523 Redmond, WA 98073 425-881-5812. 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: Coffee, coffee beans, K cups. Flattened cardboard box supplies. Business records in banker boxes. Stored in cardboard boxes on wood pallets on wire mesh rack decking. 7. Sprinkler System Information: .39 GPM / 5600 square feet. Sprinkler head temperature: 165 degrees. RECEIVED CITY OF TUKWiLA 8. Smoke and heat vents in place in building, 9. Building egress and exits indicated on attached drawings. DEC 2 2 2016 PERMIT CENTER 7/3/2017 City of Tukwila Department of Community Development MIKE SORENSON 1100 SW 7TH ST RENTON, WA 98057 RE: Permit No. D16-0348 JOE'S COFFEE GARAGE 979 INDUSTRY DR 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 8/28/2017. 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 8/28/2017, 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: D16-0348 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Al Metzler From: Mike Sorenson <msorenson@nwhs.com> Sent: Wednesday, January 04, 2017 3:34 PM To: Al Metzler Subject: Joe's Garage Coffee Al- I just spoke with the customer, the address of the space (to be racked) currently is 1017 Industry Drive. Joe's Garage Coffee currently occupies 1025 Industry Drive, they indicate that the 1017 address will fold into their 1025 address as they expand into the space. Does this help? Thanks. Mike Sorenson Sales and Design / Material Handling Equipment North West Handling Systems, Inc. / Renton, WA Office: 425-255-0500 / Mobile: 206-818-4488 msorenson@nwhs.com / www.nwhs.com 12/1/2017 City of Tukwila Department of Community Development MIKE SORENSON 1100 SW 7TH ST RENTON, WA 98057 RE: Permit No. D16-0348 JOE'S COFFEE GARAGE 979 INDUSTRY DR 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 1/8/2018. 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 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 1/8/2018, 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 Ripley Permit Technician File No: D16-0348 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0348 DATE: 12/23/16 PROJECT NAME: JOE'S GARAGE COFFEE SITE ADDRESS: 979 INDUSTRY DR X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Division Public Works AtA Awo 11* Fire Prevention Structural Planning Division ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 12/27/16 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 01/24/17 Approved ❑ Approved with Conditions Corrections Required Denied (corrections entered in Reviews) (ie: Zoning Issues) roallir11/11 toEtv4 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire D Ping ❑ PW ❑ Staff Initials: w18/2013 NORTH WEST HANDLING SYS INC Home Espanol Contact Search L&I Page 1 of 2 A -Z Index Help My L&I Safety & Health Claims & Insurance Workplace Rights Trades & Licensing 0 Washington State Department of Labor & Industries NORTH WEST HANDLING SYS INC Owner or tradesperson Principals FRANCK, JAMES JEROME, PRESIDENT KOSTY, CLARK RANDOLPH, TREASURER THOMAS, KEVIN A (End: 09/28/2011) Doing business as NORTH WEST HANDLING SYS INC WA UBI No. 600 051 641 1100 SW 7TH ST RENTON, WA 98055-2939 425-255-0500 KING County Business type Corporation Goveming 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. NORTHWH275JF Effective — expiration 04/06/1973-10/09/2017 Bond Travelers Cas & Surety Co Bond account no. 81S103354822BCM $12,000.00 Received by L&I Effective date 10/09/2001 10/01/2001 Expiration date Until Canceled Insurance Travelers Indemnity Company Th $1,000,000.00 Policy no. Y6302C242044TIA16 Received by L&I Effective date 09/30/2016 10/01/2016 Expiration date 10/01/2017 Insurance history Savings Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=600051641&LIC=NORTHWH275JF&SAW= 1/10/2017 EXIT 44X96 44X96 44X96 44X96 44X96 44X96 44X96 44X96 44X96 44X96 1 1 &OFF 6be CC'S,/ Afail k J Ail 2:1:14$ ae, 0) 0) X 44X96 8'-6" 44X96 44X96 44X96 LI LC 1/14..L f - EXIT 20'-10" EXIT rrbviecte ID F4- cawctle, dowel- ale Ai 0 to he pcti-k or tf 2015 IBC SECTION 1008 MEANS OF EGRESS ILLUMINATION REQUIRED The means of egress serving a room or space shall be illuminated at all times that the room or space is occupied; illumination level shall be not less than 1 footcandle at the walking surface. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure in rooms and spaces that require two or more means of egress, an emergency electrical systcm shall automatically illuminate all at the tallOWIA0 Areas. 1. Aisles, 2. Corridors, 3. Exit access stairways and ramps. In the event of power supply failure in buildings that require two or more means of egress, an emergency electrical system 124' shall automatically illuminate all of thp fnllnwing areas: 1. Interior exit access stairways and ramps. 2. Interior and exterior exit stairways & ramps, 3. Exit passageways, 4. Vestibules at level of discharge, 5. Exterior landings and areas used for exit discharge. ire) 04, b•Aken bfide•u f e. ctfrt_-__4‹)r tvt_s -/-ct mf re_cort r cfrty p rr ov- El PLAN VIEW SCALE: 1/8" = 1'-0" 1-1 re tr 8W12' FRO\T -w 7' 13' 14' SEPA7 77 r --_-,-- ',Tr 1-',10.:1,i'''" Lr3u1mochanicas FT EiccZncal la4Piumbing 62(Gas Piping City of Tukwila LnING DIVISION REVISIONS No changes shall ho made to the scope of work without prior approval of Tukwila Building Division. MOTE: Rovisifyls will require a ry..7,v plan submittal and may in;ludo additional plan review fees , FILE COPY Permit No. 1)1(fr.°14f.64 Plan rav:a.; is subject to errors and omissions. Approval documents does not authoilze the violation of any adopted code or ordinance. RecciFA of approved Field Copy and cond ns is acknowladood: By: Date: SHEET NUMBER i//(aer City of Tukwila BUILDING DIVISION 8" Jr 3'-8" Jr 3'-8" SOF VI7W REVIEWED FOR CODE COMPLIANCE APPROVED JAN 0 6 2017 .?4,&12 JAN 0820IG City of Tukwila ILDING DIVISION RECEIVED CITY OF TUKWILA DEC 2 2 2016 PERMIT CENTER a.. 4,1 kronoe wewspanm* 11K --i nn 1 3/4" 1 3/4" •�•�`• �r`�'`\ 1/4"o SAFETY LOCK�'^•�•`• (1000 # CAPACITY) 4"©96"LONG 1 �`----- r� `c� LONG ' �_-_ '-� \ i► g / F r� R i BOTH SIDES TYP. �� 1/8 V1.5 11/2" 7o I I ETi I t S i 1 9 c.J _ 1 , I / .,1411/ 0 z0 I! I +' 23/4" 3 0 - -J i / :=::6.06144�LONG 1 ---- — 01 st. VII " 1/4 0 SAFETY LOCK (1 000 #CAPACITY) t=0.06" ®96"LO NG t=0.07" ® 144" LONG TYP \ ... ° . . o =. =' b:''.' CD sp . • • • , ' ° . '` _ t=.06" SEC. A—A 1 � / TYP a 1/8 "fimB. ..•. , a -- ° a ° . / / / / / __J , �? • ' . d 1/8 r 6" t=3/8"/ I, \ "' I� 8" TYP 1 /8 X1.5" / 1❑ N CO �j 166, / (2)-1/2"0 3 ANCHOR 1/4" EMB., BOLTS PER BASE PLATE (SEE NOTE NO, 4) N ri SEC. B—B 7/16"D RIVET ASTM A576-908 t=3/16" 7/16"� RIVET ASTM A576-908 " '- HOT -WROUGHT UNS G10100 GRADE C-1010 HOT -WROUGHT UNS G10100 GRADE C-1010 t=3/16" PLATEDETAIL("P) BRACING DETAIL ( 4 PIN CONNECTION C3� 3 PIN CONNECTIONBASE ROW �;\ ! SPACER P 6''0 ,ii 101 1'1SSP k) ® :::: :3' I / k), ®ki 01 5 GENERAL r 0 ° o 0 ° 0 CONFIGURATION iP: ° °D 4n0 ° r •r O 0 Or r 41 1'' . ° ° ° ° ° I ►moo °° ° °a °Q¢ o ° 0 0 ¢ NOTES: 96" 44" 44" 1 -DESIGN AND CALCULATIONS OF THE 2 -STEEL 3 -NO FIELD OF THE 4 -ALL ANCHORS SPECIAL 5 -CONCRETE 6 -STORAGE 7 -RACK A PERMANENT OF THE 8 -STORAGE VERTICAL 9 -THE CLEAR BETWEEN 10 -STORAGE Aur t .tip JAN On OF STEEL IBC 2015, FOR ALL WELDING APPROVED INSPECTION SLAB RACK INSTALLATIONS RACK RACKS OF 1/2" SPACE THE RACK +rt, a f •iP..V ±'> 2U STORAGE RACKS AS SHOWN BY THESE DRAWINGS ARE IN COMPLIANCE WITH THE REQUIREMENTS ASCE/SEI 7-10, ACI 318-11, RMI/ANSI MH 16.1:2012 SHAPES FY=55 KSI. ASTM A1011 GR.55 (EXCEPT AS NOTED) IN THIS PROJECT ALL WELDED CONSTRUCTION IN THE SHOP FABRICATOR #01649 (E70XX ELECTRODES) HILTI KB TZ ESR 1917 IS REQUIRED 6" THICK 2500 PSI. SOIL BEARING CAPACITY 1000 PSF CAPACITY: 3500 #/LEVEL SHALL DISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS SIGN OF 50 SQUARE INCHES IN AREA, SHOWING THE CAPACITY (3500 #/LEVEL) SHALL BE INSTALLED WITH A MAXIMUM TOLERANCE FROM THE IN 10'-0" OF HEIGHT BELOW SPRINKLERS SHALL BE A MINIMUM OF 18 INCHES TOP OF THE STORAGE AND THE CEILING SPRINKLER DEFLECTOR. AREA NOT OPEN TO PUBLIC, EMPLOYEE ACCESS ONLY y s ' : REVIEWED FOR RECEIVED CRC ROVEDI AC CITY OF TUKWILA ., ' 1 N Q s 201? DEC 2 2 2016 City 3000R/ PERMIT CENTER TUkWila BUILDING DIVISION 144" _`✓ Nc— _ ¢� r J 1. -_do Ro co `� 0 - - s ` . ., • ,.- --- jlCGf ti tiIN_ N b M r z r C �� _ _ _ cD t0 Z�� cl, WAS4IVl ,J /7 RACK DESIGN AND ENGINEERING 412 WEST BROADWAY, SUITE #204, GLENDALE, CA. 91204 U��w '� ''3. ,w SCALE: NONE DRAWN BY: A.KH. M DATE: 12-22-16 � "�f� 39 . °1s % �:" P`'JECT: JOE'S GARAGE COFFEE 979 INDUSTRY DRIVE, TUKWILA, WA 98188 FRONT VIEW SIDE VIEW .s,�"�` �L V��� F STORAGE RACK Da` �%� JO (�� ► � SHEET No. --i nn