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HomeMy WebLinkAboutPermit D14-0262 - MOBILE EQUIPMENT SYSTEMS - KIOSKMOBILE EQUIPMENT SYSTEMS 12664 INTERURBAN AVE S D14-0262 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.Rov DEVELOPMENT PERMIT 2716000030 Permit Number: D14-0262 12664 INTERURBAN AVE 5 Project Name: MOBILE EQUIPMENT SYSTEMS Issue Date: 9/23/2014 Permit Expires On: 3/22/2015 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: EPROPERTYTAX INC DEPT #207 PO BOX 4900 , SCOTTSDALE, WA, 85261 MIKE SORENSON 1100 SW 7TH ST, RENTON, WA, 98057 NORTHWEST HANDLING SYSTEMS Address: 1100 SW 7 ST, RENTON, WA, 98055 License No: NORTHHS963ND Lender: Name: TENANT FUNDED Address: Phone: (206) 818-4488 Phone: Expiration Date: 10/9/2015 DESCRIPTION OF WORK: SUPPLY AND INSTALL NEW SHELVING AND RACKING. Project Valuation: $8,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: Fees Collected: $424.58 Type of Construction: Occupancy per IBC: 5-2 Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: 2012 2012 2012 2012 International Fuel Gas Code: WA Cities Electrical Code: WA State Energy Code: 2012 2014 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Volumes: Cut: 0 Fill: 0 Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: No I sit_ Permit Center Authorized Signature: Date: q—.)—' 1 11 I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: c Date: Print Name: / �ceir/. ' 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. 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: 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. 10: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 11: 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) 12: 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) 13: 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) 14: Maintain fire extinguisher coverage throughout. 15: 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). 17: 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) 18: 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. 23: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL 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.TulcwilaWA.gov Building Permit No. Project No. P21fl Date Application Accepted: Date Application Expires: OL (12I�( (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: King Co Assessor's Tax No.: 21 I (P000 9)0 / ,TA L.tfe`e S • Suite Number: 11 G Floor: Tenant Name: A4p 6f le- 6 %rievcfr S1,j ei i S PROPERTY OWNER Name: C-iRC Address: ?of* J — 7g.� �S. S4. � /c City: (-Celli-Celli—nState: Ai+ Zipqsfi CONTACT PERSON — person receiving all project communication Name: / `k e $ r C SG", Address: C t 00 5/ 7 ea c,/_,, City: tfl-r State: �4_ Zip::Ogg/s7 llgv�f9 i�p Phone:!_ 0 I - '38 Fax: /�a�'a.d.F'" 0 Email: tM 50(P�b' sor, a 0`TiNi,tSr C0v,..., GENERAL CONTRACTOR INFORMATION Company Name; /fir wed /� � // -• r /� , Address: i (Ob SW70 Cr City: AlState: � Zii ?OS7 9n `�` Phone:L Fax:y? /�J�' -1�a,- 69 Contr Reg /l r, f Wr' G775.-Exp Date: /rq `/ Tukwila Business License No.: New Tenant: ©Yes ❑ ..No RCHITECT OF RECORD Co any Name: Architec ame: Address: City: State: Zip: Phone: Fa • Email. ENGINEER OF RECORD �' Company Name: Rade_ tri' C � nee,�y . Engineer Name: /Ya �7 �k/ 6 [VI Address: ,J r Dom^ �'j s,(� Li I '{SState:/i City: �`_i/ 9 Zip: p/O0l Phone: 8//2C� ay6, .3gio Fax•/e,0, 1,0 -3g/3' Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) %� Name: 57.12_1.(1 - €76.4, Address: S / r City: State: Zip: H: Applications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8.9.11.docx Revised: August 2011 bh Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $_ �/ oC4 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): 51 pp 1 4- rns lr k e v s f�GcC�it� . p(./ GApt cre,_ q#4G//itiffle.ir+2p(7`, �rY,-i�otf‘i Q,�l�cor'(`c7 rrzr Cv ,4M"Gd,`�*j, t-ack%aW . ii).ec; e_4i�,s 44/o cc.Pcn f1 c.c.,. Will there be new rack storage? EYes ❑.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1' Floor 5000 / / �j�%r ems— .,. — 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes [No If "yes". explain: FIRE PRCTION/HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes ®�o If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:'Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.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 OWNER OR AUTHO AGENT: Signature: Print Name: j4 / _ COA (C 1 Day Telephone: Rce' c9/ r " 11Vr Mailing Address: ((00 —CIA/ 7 c;m Date: 404TL/I ��" v cs-7 City State Zip H:\Applications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT I QUANTITY I PermitTRAK PAID $263.96 D14-0262 Address: 12664 INTERURBAN AVE S Apn: 2716000030 $263.96 DEVELOPMENT $251.60 PERMIT FEE R000.322.100.00.00 0.00 $247.10 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $12.36 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R3137 R000.322.900.04.00 0.00 $12.36 $263.96 Date Paid: Tuesday, September 23, 2014 Paid By: MIKE SORENSON Pay Method: CREDIT CARD 080619 Printed: Tuesday, September 23, 2014 4:06 PM 1 of 1 CRWSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $160.62 D14-0262 Address: 12664 INTERURBAN AVE S Apn: 2716000030 $160.62 DEVELOPMENT $160.62 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R2836 R000.345.830.00.00 0.00 $160.62 $160.62 Date Paid: Tuesday, August 12, 2014 Paid By: MIKE SORENSON Pay Method: CREDIT CARD 07635A Printed: Tuesday, August 12, 2014 10:33 AM 1 of 1 CRSYSTEMS t INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367 Permit Inspection Request Line (206) 431-2451 Project: 0410bt ir- e�zz,n Type of Inspection: 11N.1AU e Caked: � �--- Adtdress:c6 _t p �, r J� [ Special Instructions: Date Wanted: (� s h— 2 1-- % .�i �/ k a.m. p.m. Requester: y Phone No: `Ma Approved per applicable codes. D Corrections required prior to approval. COMMENTS: �ppnn‘ —)e vil t4 4 P % I f,.;11 L_- r lu ,(I )_ F ✓ —{rNr6-v0 A, , A e i tut. Date: [ / r tRE14SPECTION FEE REQUIRED. Prior to nextinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: 1 _ . Al 0 F7+ 1-7 L(, i‘ T) >1SI 1 TypeofInspection: -(T 1 :\...i A - Address: V k,2c ra q .L-.NJ{ P du �r hil t .. Date Called: Special Instructions: Date Wanted: fl.m. Requester: , yv1I t{' Phcl N0o:� S f, j e v ElApproved per applicable codes. E Corrections required prior to approval. COMMENTS: L 1 is - •1 `_( 1 1 7 ,K: , Yip C C2 Li {\ 1 r.0- 7 1f ?1D .1 nspectdr: 4, i 1,�,1 C .Jck_k_il r Date: IC) I IkI r EINSPECTION FEE REQUIRED. Prior to next inspection, fee must be padat 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project\:/ i 4.t.L‘fz c ±- Type of Inspection: Address: ° Suite #: �? (o (p 4 A s Contact Person: Special Instructions: Phone No.: %-Approved per applicable codes. Corrections required prior to approval. COMMENTS: /.,1/4v. 14.- If- 5f) Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: , Inspector: /�yes-- Date: %a/ 2-„/, -/ Hrs.: (. 0 / $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Address: Company Name: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER 'TM - O - va PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Y\Ax,V)It-a_ e� 1. .. -, Ste. Type of Inspection: .f.sc. t<— Address: Suite #: (2RoOr- `I p\ S i Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: i Nbeds-Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: / _r c Date: /p/G// y Hrs.: (. 0 Inspector: ,:L.--- it $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Address: Company Name: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 A.A.R. Testing Laborato Field Report Report #: 060986 nc 7126 ,84th'Ave.N E , Park.180, Suite=C1'0;1 Redm and Phpne 425.881.5812'Fax 425 881.54A1 Client: NorthWest Handling Systems, Inc. 1100 SW 7th St. Renton, WA 98055-2939 Contact: Tony Johnson Project Number: 14-584 Permit #: D14-0262 Project Name: Mobile Equipment Systems Address: 12664 Interurban Ave. S. Inspection Performed: See below Date: 9/30/2014 Time: Temperature: Contractor placed the following rack systems and placed either 1/2" or 5/8" diameter anchors, per manufacturers recommendations. Through base plate into 6" thick concrete slab on grade. Minimum concrete strength design, 2500psi. 3/8" diameter anchors embed 2" minimum, 6 rows of 18" x 36", 1/2" diameter anchors embed 3 114" minimum, 3 rows of 36" x 96" and 1 row of 34" x 106" to 40 lbs./ft. as per code and conforming to ESR #1917. Distribution: U Distribute Client ❑ Distribute Engineer Distribute Municipality ❑ Distribute Architect ❑ Distribute Contractor ❑ Distribute Owner ❑ Distribute Other ❑ Distribute Other Inspector: Young, Noah 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 Fireproofing Aggregates Shotcrete Concrete Masonry Asphalt Roofing P iling S teel S oils Wood October 15, 2014 File No. 14-584 Building Official City of Tukwila Building Department 6300 Southcenter Blvd., #100 Tukwila, WA 98188 Project: Mobile Equipment Systems Address: 12664 Interurban Ave. S. Permit: D14-0262 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 has already been forwarded to you. 1. Proprietary, anchor bolt installation To the best of our knowledge all work inspected conformed to Tukwila Building Department approved plans, specifications, IBC and related codes and/or verbal or written instructions from the Engineer of Record. Sincerely, A.A.R. TESTING LABORATORY, INC. )4t,LAZ Kimberle Anderson President CC: NorthWest Handling Systems -Tony Johnson, Mike Sorenson Tel: (425) 881-5812 Fax (425) 881-5441 • 7126 180th Ave. NE • P.O. Box 2523 • Redmond, WA 98073 FILE COPY Permit No. NORTHWEST HANDLING SYSTEMS, I N C. The Material Handling Experts 1100 SW 7th St Renton, WA 98055 (425) 255-0500 ph (425) 228-6946 fax ATTN: BUILDING DEPARTMENT AND FIRE DEPARTMENT RACK INFORMATION SUPPLEMEN IJ REVIEWED FOR 12664 Interurban Ave S SITE ADDRESS: TENANT NAME: Mobile Equipment Systems DATE: August 7, 2014 CODE COMPLIANCE_ APPROVED SEP 2 2 2014 APPLICANT: Mike Sorenson / (206) 818-4488 City of Tukwila BUILDING DIVISION 1. Load application and rack/shelving configuration drawings attached. 2. Attached plans and engineering detail the rack/shelving locations, dimensions, and specifications. 3. Stamped engineering calculations attached. 4. Inspections will be scheduled as instructed. Special inspection of anchor bolts 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 in racks: Gear Boxes, Power Take Offs, and hydraulic equipment components for mobile applications. Primarily constructed of metal. Items stored in cardboard boxes directly on wire decked racking/shelving or on wood pallets on wire decked racking/shelving. See attached web page for further description. 7. Sprinkler System Information: .39 GPM / 5600 square feet. Design: 2278 ® 74.9 psi Static pressure: 70, Residual pressure: 65. 8. Building exits indicated on attached drawings. 9. Ceiling clear height: 187". Maximum product storage height: 169". 10. Total building area: Approx. 5,000 sq. ft. Total shelving/racking area: Approx. 1500 sq. ft. RECEIVED CITY OF TUKWILA AUG 1. 2 2014 PERMIT CENTER DID}-DZ(�2 Mobile Equipment Systems - Your Mobile Hydraulic System Specialist - Mobile Equipm... Page 1 of 2 Mobile Equipment Systems (/) www.mobileequip.com • ptoman@mobileequip.com Search Home (/) Power Take Offs (PTOS) (/power-take-offs-ptos.html) System Components (/system-components.html) Contact Us (/contact-us.html) Site Map (/site-map.html) FILE COPY Permit Mo. Welcome to Mobile Equipment System Your Total Hydraulic System Design Source • Over 25 Years of Experience at the Same Location • Your Total Hydraulic System Design Source • Complete Specification Help and Quotations • Same Day Shipping is our Normal • Knowledgeable Personnel Trained to Provide the Best Value • Large Inventory, We Offer Only the Finest Mobile Hydraulic Components AitrEA a�eHYO rLIC �owgy.�r (http://www.ntea.com/index.aspx) NEW Chelsea 280 (/power-take-offs- ptos.html) Designed for Allison and Caterpillar automatic with 10-bolt mounting. Wet spline technology virtually eliminates spline fretting Power Take Offs (PT0s) (/power-take- offs-ptos.html) (/power-take-offs-ptos. html) http://www.mobileequip.com/ REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 2 2014 s City of Tukwila BUILDING DIVISION MOBILE EQUIPMENT SYSTEMS was founded over 25 years ago with one goal in mind - to offer only the finest mobile hydraulic components and repair services available. Over time, MES has become synonymous with quality products and services throughout the industry. Today, Mobile Equipment Systems is a premier supplier of mobile hydraulic components and services. We have the product lines and knowledge to keep your equipment performing properly. We service and repair what we sell. Our expert staff and their commitment to your satisfaction will assure prompt and accurate service every time. System Components & Accessories (/system-components.html) EIVED TUK AUG 12 2014 PERMIT CENTER (/system-components.html) O2Q2 Mobile Equipment Systems - Your Mobile Hydraulic System Specialist - Mobile Equipm... Page 2 of 2 Services System Design & Engineering Parts / Repair / Rebuild Technical Support Customized Solutions MII Chelsea GRESEN' Hayden® Gear Pumps & Motors Valves - Winches - Tanks Cable Controls Air Control Consoles Salter Systems & Controls APSC:OInc. More power to you Commercial AMERICAN 1.11111611111.1111 MOBILE POWER Air ff [ Home (/)] [ PTOs (/power-take-offs-ptos.html)] [ System Components (/system-components.html) ] [ Contact Us (/contact- us.html) ] [ Sitemap (/site-map.html) ] [ Privacy Policy (/privacy-page.html) ] MOBILE EQUIPMENT SYSTEMS 2120 Airport Way South, Seattle, Washington 98134 Tel 206-464-0770 • Fax 206-622-8389 I www.mobileequip.com (/) • ptoman@mobileequip.com (mailto:ptoman@mobileequip.com) We Service What We Sell. Over 25 Years of Experience in the Same Location Providing Mobile Hydraulic System Design, Repair and Parts. We Sell and Support Power Take Offs (PTOs), Pumps, Motors, Valves, Tanks, Consoles and Cables in the Pacific Northwest, Seattle, Washington. © 2014 Mobile Equipment Systems. All Rights Reserved. RECEIVED CITY OF TUKWILA AUG 1' 2 2014 PERMIT CENTER http://www.mobileequip.com/ BY 0•z OHANIAN )ATE.8-1-14 SUBJECT RAdK DENI(N & ENOINEERING1 do. 412 WEBT BROADWAY, SUITE #204 dLENDALE, dA. 91204 TEL:(818)240-3810 FAX:(818)240-3813 SHEET NO. 1 JOB NO.. RD-17492 FILE COPY STRUCTURAL CALCULATIONS OF STORAGE RACKS FOR: MOBILE EQUIPMENT SYSTEMS 12664 INTERURBAN AVE. SOUTH TUKWILA, WA 98168 PER IBC 2012 EDITION STORAGE RACKS CAPACITY: 2000 # / LEVEL AT PALLET RACKS 100 # / LEVEL AT SHELVING RACKS CALCS. 1 THRU 6 DRAWINGS: RD-17492 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 2 2014 City of Tukwila BUILDING DIVISION EXPIRES 12-26-15 RECEIVED CITY OF TUKWILA AUG t22014 PERMIT CENTER BY . G. OHANIAN ' DATE .8-1-14 SUBJECT RACK DEOIdN & EN(INEERINd CO. 412 WEIF1T BROADWAY, QUITE #204 dLENDALE, dA. 91204 TEL:(818)240-3810 FAX:(818)240-3813 SHEET NO. 2 JOB NO. RD-17492 BEAM 0 1 106", 96" & 54" 4, 3 J f 4 1 PALLET RACK SEISMIC DESIGN _ S DS XI V— Rx1.4 xW Ix=2.19 Sx =.93 FY= 55 KSI. 36" r 1,•4 SIDE VIEW LOAD PER BEAM + 25% IMPACT LOAD (2.0Kx.88)+(1.OKx.25) = 2.0= 1.OK 2 BEAMS M= 82L2 =13"K S R= .40<.93 384.WLE=.24"<180 =.59„ x IBC 2012 AND RMI SPECS. S os =0.98 (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. = 4x2.0 K =4.0 K 2 COL. P=.2DL+ (4.0Kx0.75)=3.2K W=.2DL+ (4.0PLx0.67)= 2.9 K L= K ONGIT. •34 V = .50K TRANS. LONGIT. SEISMIC 13K 2 3"K 10K 2.3"K— 4.0K 07K 4.0"K = 5.1 "K 03K 5.1 "K - 1 1 .5"K .34 K 0 DATE. 8-1-14 SUBJECT BY , G. OHANIAN RAdK DE$16N & EN(INEERIN( do. 412 WET BROADWAY, OUITE #204 LENDALE, dA. 91204 TEL:(818)240-3810 FAX:(818)240-3813 SHEET NO 3 JOB NO.. RD-17492 COLUMN ANALYSIS x- ti 3" --x t=.070" p COMBINED STRESS RATIO Pex= (K-)12 = 74.0 aX=1— Pex .92 FY= 55 KSI Ae=.62 I x=.95 Se=.6 rx=1.2 ry=1.1 Oc=1.8 Qb=1.67 Cmx=.85 BASE PLATE ANCH. TENSION = 0 ANCHOR SHEAR = .34 K KL=36x1.7 —51 rx 1.2 KL = 52 =47 Y • Mn=Se.Fy= 35 11c.P + C2b.Cmx.M = 71 <1 Pn Mn.ax (1)-1/2"0 ANCHOR PER BASE PL., 3 1/4" EMB. HILT! KWIK BOLT—TZ ESR-1917 SPECIAL INSPECTION IS REQUIRED MOMENT AT BEAM CONNECTION .5x.07x1x65=2.3K BEARING CAPACITY OF COL. HOLE 7/16"0 RIVET A = .1 Fy= 79Ks1 Pa = .1x79x.4 = 3 K Ma = (2.3Kx4")+(1.1 Kx2") = 11.4"K 3 PIN CONN. CONN. MEND=.01XW12= 1.1"K M=8.3"K M=9.4"K SEISMIC TOTAL Fe=( KL)2= 112 rx A=VFy/Fe = 0.70 2 Fn=Fy(.658 Xc )=45 KSI Xc<1.5 Pn= Fr, .Ae = 28.0 K 8.3'K 3 2K 3"x4 1/2"x1/8" BASE PLATE 8.3 "K G. OHANIAN BY RAdK DEO1ON & ENdINEERINO do. DATE.8-1-14 SUBJECT 412 WET BROADWAY, QUITE #204 LENDALE, dA. 91204 TEL:(818)240-3810 FAX:(818)240-3813 SHEET NO 4 RD-17492 JOB NO. OVERTURNING MOT =.50 Kx2 x170"x0.66 =1 13 "K COL. MR = 3.2Kx36"= 115"K NO UPLIFT LOAD TO DIAGONAL P=.50Kx2 x54 =1.5K COL. 36 FY =55 KSI Ae=.29 r, =.46 L= 52" Pa = 2.9 K CHECK WELDS p�=(1-Oil L)L.t.F„=4.4K �= 2.55 --a-= 1.7Kx2 = 3.4K SIDES CHECK SLAB 3200 - 3.2 °' 1000 V460=21" .50K 3.2x 144=460 M= (4'2 )2x1000x 2 x12=844 "# s= 12x62 = 72 6 844 = 12 < 1 6 J 2500 =80 72 32 K 3.2K i� IF\x I I,' NI .50 K 0 TOP LEVEL LOADING to o W= 0.20L+1.OLL=1.2K LOAD PER COL. V= .21 K MOT = . 21 Kx2 x 144" = 61"K COL. MR = 1.2 Kx36" = 43"K 36" UPLIFT =6161 s3-.48K BOTH SIDES TYP 1/8 2" 1-1 41 tt==.06" 3200 # 1.5" 6" CONCRETE SLAB 2500 PSI. CONC. 1000 PSF. SOIL BY , ' G. OHANIAN DATE .8-1-14 SUBJECT RAdK DEOIC N & ENC INEERINC4 do. 412 WET BROADWAY, QUITE #204 GLENDALE, dA. 91204 TEL:(818)240-3810 FAX:(818)240-3813 SHEET NO. 5 JOB NO.. RD-17492 "SS" BEAM TYP. SHELVING "SS" BEAM 1. 3/32' I x=.215 Sx=.13 FY= 36Ksi. LOAD PER COL. = 8x.10 K =.40 K 2 coy. P=.1 DL+ (.40Kx.75) =.40 K W=.1 DC+ (.40Kx.67) _ .36 K V= .04K COLUMN ANALYSIS 1/4;, t=.075" -xI 3 1/4" I TYP. SIDE VIEW 100 # / LEVEL 50 # / BEAM M= 36"x.05 K = .22"K 8 SR 2222 K=.01<.13 Fy=36Ksi Ae=.28 Ix=.07 Smin .07 rmin=.51 COMBINED STRESS RATIO Pex= (7 KL)I2 = 6.1 Qc=1.8 f2cP - Ob=1.67 ax=1- 88 Pex Cmx=.85 KL=34x1.7=113 min .51 Mn=Se.Fy= 2.5 Qc.P+ Qb.Cmx.M =.35<1 Pn M,,.ax LONGIT. SEISMIC .04K 02K .34-K 012K .34"K = 54"K 008 K .54"K = .46"K .46K= .12"K 0 2 Fe=( KL)2=22 rx 2 Fr,=Fy(.658 �c )=t9 KSI Pn=Fr, .Ae =5.0 K A c = V/Fy /Fe = 1.26 Ac<1.5 BY G. OHANIAN DATE 8-1-14 SUBJECT RACK DEOI(N & EN(INEERIN(4 CO. 412 WEST BROADWAY, SUITE #204 GILENDALE, CIA. 91204 TEL:(818)240-3810 FAX:(818)240-3813 SHEET NO. 6 JOB NO RD-17492 OVERTURNING .04Kx2x96"x.66 = 5.0"K MOT = MR = .40Kx18"=7.2"K NO UPLIFT BASE PLATE ANCHOR SHEAR = .04 K (1)-3/8"0 ANCHOR PER BASE PLATE, 2" EMB. HILTI KWIK BOLT—TZ ANCHORS ESR-1917 SPECIAL INSPECTION IS REQUIRED MOMENT AT BEAM CONNECTION M _ .46+.54 = 50"K CONN.— 2 V R.252x3.14 x80x.4=1.5 K RIVET Ma = 1.5Kx1.5"=2.3 "K CONN .40 K .40 K .04 K .04 K cn BEAM - 18" 4" N .25"0 RIVET Fy=80 KSI 4 4 L 4 4 COLUMN PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D14-0262 DATE: 08/12/2014 PROJECT NAME: MOBILE EQUIPMENT SYSTEMS SITE ADDRESS: 12664 INTERURBAN AVE S X Original Plan Submittal Response to Correction Letter # Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: Building uivision Public Works ❑ A1A- MAL Fire Prevention Structural n Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 08/14/14 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 09/11/14 n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 NORTH WEST HANDLING SYS II' Page 1 of 2 Washington State Department of Labor & Industries NORTH WEST HANDLING SYS INC Owner or tradesperson FRANCK, JAMES JEROME 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, WA98055-2939 425-255-0500 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 GENERAL License no. NORTHWH275JF Effective — expiration 04/06/1973-10/09/2015 Bond TRAVS Bond account no. 81 S103354822BCM Received by L&I 10/09/2001 Insurance Travelers Indemnity Co of Ame Policy no. 6302C242044TIA13 Received by L&I 10/03/2013 Active. Meets current requirements. $12,000.00 Effective date 10/01/2001 Expiration date Until Canceled $1,000,000.00 Effective date 10/01/2013 Expiration date https://secure.lni.wa.gov/verify/Detail.aspx?UBI=600051641 &LIC=NORTHWH275JF&SAW= 09/23/2014 ® SHEET NUMBER 50' 23'-7" 0 1' 23'-2" 34X106 34X106 34X54 36X96 36X96 36X96 i 36X96 36X96 36X96 36X96 36X96 36X96 3' 71' 18x36 I18x36 18x36 18x36 18x36 18x36 18x36 18x36 18x36 18x36 18x36 18x3 18x36 18x36 18x36 18x36 18x36 118x36 118x36 118x36 118x36 118x36 118x36 118x36 I 18x36 118x36 118x36 118x36 118x36 I18x36 118x36 118x36 I 18x36 118x36 118x36 118x36 118x36 118x36 118x36 J 18x36 I 18x36 118x36 118x36 118x36 118x36 118x36 I18x36 18x36 I op po 0 NORTH SEPARATE PERMIT REQUIRED FOR: 6 Mechanical lebectrical eplumbing [3'Gas Piping City of Tukwila BUILDING DIVISION REVISIONS No changes shall be made to the scope cif *Fork without prior approval of Tukwila Building Division. NOTZ: Revisions will require a new plan submittal and may include additional plan review fees. FILE COPY Permit no. b 1 LI- OV.Z ran review apprc7:°' is subject to errors and omissions. proval of constL documents does not authorize violation of and °,':,pled code or ordinance. Receipt :approved Field Cc: and conditions is acknowledged: By: Date: City of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 2 2014 A---r City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 1' 2 2014 PERMIT CENTER 1 EN-1 09:14 w 1.4 � ca 0„ou9-, NOT PUBLISHED. W ET_ rzi ce w w W w aJ S N 0 W O cri THEREBY ARE AND SHALL REMAIN THE PROPERTY 0 a w 1- 0 W N ELJ w 0 0 0 2 O a. o H O z O H Oa EW Z 0 W0 U fW En z O U 0 z uJ w a � a 3 E-4 rz4 (v 4z r� Iw If- r>' 1,>z J IC z z 0 (75 c<') W J U d- 0 00 DRAWING NUMBER D-1 ply- O2i#2 1, TYP 1/8 oo 0 Q8°I t=1/8" 3" (1)-1 /2" 0 ANCHOR BOLT PER BASE PLATE 3 1/4" EMB., (SEE NOTE NO. 4) 0 IMO ° ° d a. • .1 .4. 4 e ° a °d d 4' •.° ° BOTH SIDES TYP. 1/8 1.5" 1 1/2" 3 1,/,� 8 t=.06" SEC. A —A SEC. B—B BASE PLATE DETAIL x 04 3 1/4" T—POST 14 GA. X1 1/2"X L—POST 14 GA, "T" POST COL. B.PL. (1)-3/8" 0 ANCHOR BOLT PER BASE PLATE 2" EMB., (SEE NOTE NO. 4) 1 BRACING DETAIL "L" POST COL, B.PL. (1)-3/8"0 ANCHOR BOLT PER BASE PLATE 2" EMB., (SEE NOTE NO. 4) a° a • ° • c271 y1 3/4" 7/16"0 RIVET ASTM A576-90B HOT —WROUGHT UNS G10100 GRADE C--1010 2 3/4" co 3 PIN CONNECTION frfi- 3/32" 1 /4" 0 RIVET E��Iry ASTM A576-90B P0Sf 4— N "SS BEAM 14 GA. GENERAL CONFIGURATION REVIEWED FOR GQDE COMPLIANCE APPROVED SEP 2 2 2014 City of Tukwila BUILDING DIVISION "LU R." POST 106", 96" & 54" r P 1' If JC Ammolo TYP. PALLET RACK 36" BASE PLATE DETAIL SIDE VIEW co 0) 36" "SS" BEAM TYP. M SHELVING fiTh 'SS" BEAM SIDE VIEW NOTES: 1—DESIGN OF STEEL STORAGE RACKS AS SHOWN BY THESE DRAWINGS AND CALCULATIONS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE 2012 EDITION AND RMI SPECIFICATIONS 2—STEEL FOR ALL SHAPES FY=55 KSI. ASTM A1011 GR.55 (EXCEPT AS NOTED) 3—NO FIELD WELDING IN THIS PROJECT ALL WELDED CONSTRUCTION IN THE SHOP OF THE APPROVED FABRICATOR #00777 (E70XX ELECTRODES) 4—ALL ANCHORS HILTI KWIK BOLT—TZ ESR-1917 SPECIAL INSPECTION IS REQUIRED 5—CONCRETE SLAB 6" THICK 2500 PSI. SOIL BEARING CAPACITY 1000 PSF 6—STORAGE RACK CAPACITY 2000 #/ LEVEL AT PALLET RACKS 100 #/ LEVEL AT SHELVING RACKS 7—RACK INSTALLATIONS SHALL DISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS A PERMANENT SIGN OF 50 SQUARE INCHES IN AREA, SHOWING THE CAPACITY OF THE RACK (SEE NOTE NO. 6) 8—STORAGE RACKS SHALL BE INSTALLED WITH A MAXIMUM TOLERANCE FROM THE VERTICAL OF 1/2" IN 10'-0" OF HEIGHT 9—THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MINIMUM OF 18 INCHES BETWEEN THE TOP OF THE STORAGE AND THE CEILING SPRINKLER DEFLECTOR. 10—STORAGE RACK AREA NOT OPEN TO PUBLIC, EMPLOYEE ACCESS ONLY RECEIVED CITY OF TUKWILA AUG 1 2 2014 PERMIT CENTER RACK DESIGN AND ENGINEERING 412 WEST BROADWAY, SUITE #204, GLENDALE, CA. 91204 SCALE: NONE DATE: 8-4-14 PROJECT: DRAWN BY:. .4S AI MOBILE EQUIPMENT SYSTEMS 12664 INTERURBAN AVE., TUKWILA, WA 98168 STORAGE RACK DETAILS JOB NO. RD-17492 SHEET NO. EXPIRES 12-26-15