Loading...
HomeMy WebLinkAboutPermit D17-0236 - WANKE CASCADE - DOCK LEVELER PITWANKE CASCADE 18260 OLYMPIC AVE S 017-0236 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 7888900162 Permit Number: 18260 OLYMPIC AVE S Issue Date: Permit Expires On: Project Name: WANKE CASCADE 017-0236 9/25/2017 3/24/2018 Owner: Name: Address: CPF KENT VALLEY LLC 100 WILSHIRE BLVD #700 , SANTA MONICA, WA, 90401 Contact Person: Name: RICH WALTENBURG Address: Contractor: Name: Address: License No: 1100 SW 7TH ST , RENTON, WA, 98057 NORTH WEST HANDLING SYS INC 1100 SW 7TH ST, RENTON, WA, 98055 NORTHWH275JF Lender: Name: LIT KENT VALLEY LLC/IDS RE GROUP Address: 515 S FIGUEROA ST, LOS ANGELES, CA, 90071 Phone: (206) 914-9326 Phone: (206) 255-0500 Expiration Date: 10/9/2017 DESCRIPTION OF WORK: DOCK LEVELER PIT CONSTRUCTION AT (2) LOCATIONS PER PLAN. SAW -CUT, DEMO AND POUR BACK CONCRETE PER ENGINEERING Project Valuation: $5,800.00 Type of Fire Protection: Sprinklers: Fire Alarm: ' Type of Construction: Electrical Service Provided by: TUKWILA Fees Collected: $375.93 Occupancy per IBC: U 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: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: Date: 1—)41---1 7 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 d agree to the conditions attached to this permit. Signature: Print Name: /!tel!/A •,42 Date: This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 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: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 6: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 7: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 8: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 9: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 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. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0301 CONCRETE SLAB 0200 FOUNDATION WALL 4046 SI-EPDXY/EXP CONC 0 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.l?/7--01 Project No. Date Application Accepted: '" I /� ' II Date Application Expires: 4 l r (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: 18260 Olympic Ave S, Tukwila,WA 98188 Tenant Name: Wanke Cascade PROPERTY OWNER Name: LIT Kent Valley LLC/IDS RE Group Address: 515 S Figueroa Street City: Los Angeles State: CA Zip: 90071 CONTACT PERSON — person receiving all project communication Name: Rich Waltenburg Address: 1100 SW 7th Street Address: 1100 SW 7th Street Phone: (425) 255-0500 Fax: (425) 228-6946 City: Renton State: WA Zip: 98057 Phone: (206) 914-9326 Fax: (425) 228-6946 Email: richw@nwhs.com GENERAL CONTRACTOR INFORMATION Company Name: North West Handling Systems Address: 1100 SW 7th Street City: Renton State: WA Zip: 98057 Phone: (425) 255-0500 Fax: (425) 228-6946 Contr Reg No.: NO -RT -HW -H 275J Exp Date: /o --1—/ 7 Tukwila Business License No.: H:\Applications\Forms-Applications On Line\201 1 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh King Co Assessor's Tax No.: Suite Number: Floor: New Tenant: ❑ Yes ..No ARCHITECT OF RECORD Company Name: Rack Design & Engineering Engineer Name: Garnik Ohanian Company Name: City: Glendale State: CA Zip: 91204 Phone: (818) 240-3810 Fax: Architect Name: Address: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Company Name: Rack Design & Engineering Engineer Name: Garnik Ohanian Address: 412 WEst Broadway, #204 City: Glendale State: CA Zip: 91204 Phone: (818) 240-3810 Fax: Email: LENDERBOND ISSUED (required for projects $5,000 or greater per RCWg19.27.095)/ Name LIT Vey u//Ds ,/i BUILDING PERMIT INFORMATIO 206-431-3670 Valuation of Project (contractor's bid price): $ 5,800 Describe the scope of work (please provide detailed information): Dock leveler pit construction at (2) locations per plan. Saw -cut, demo and poor back concrete per engineering. Existing Building Valuation: $ Will there be new rack storage? ❑ Yes 0.. 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? ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: D Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 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:WpplicationsTorms-Applications On Line \2011 ApplicationsWermit Application Revised - 8-9-1 I.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 1st Floor 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 PROTECTION/HAZARDOUS MATERIALS: D Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 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:WpplicationsTorms-Applications On Line \2011 ApplicationsWermit Application Revised - 8-9-1 I.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFORMATION — 206-433-0179, Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet.: Water District ❑ ...Tukwila ❑ ... Water District #I25 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑ ... Valley View ... Sewer Availability Provided 0 .. Highline ❑ .. Renton ❑ .. Renton ❑ .. Seattle 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. Submitted with Application (mark boxes which apply): El ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond 0 .. Insurance 0 .. Easement(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 0 ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ ...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) 0 .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ ...Sanitary Side Sewer 0 .. Abandon Septic Tank ❑ ...Cap or Remove Utilities ❑ .. Curb Cut 0 ...Frontage Improvements 0 .. Pavement Cut ❑ ...Traffic Control 0 :. Looped Fire Line 0 ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... " WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size WO # ❑ ...Sewer Main Extension Public 0 Private 0 ❑ ...Water Main Extension Public 0 Private ❑ ❑ .. Grease Interceptor 0 .. Channelization 0 .. Trench Excavation 0 .. Utility Undergrounding ❑ ...Deduct Water Meter Size 11 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip H:\Applications\Fortes-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATIONNOTES 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 OWNE t orv: .HO • ZEA• GENT: Signature: % Li 1'I Print Name: Rich Waltenburg Date: 08/31/2017 Day Telephone: (206) 914-9326 Mailing Address: 1100 SW 7th Street Renton WA 98057 City State Zip H:Wpplications\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 ACCOUNT PermitTRAK 1 QUANTITY 1.. PAID $375.93 D17-0236 . Address: 18260 OLYMPIC AVE S . Apn: 7888900162 $375.93 Credit Card Fee $10.95 Credit Card Fee R000.369.908.00.00 0.00 $10.95 DEVELOPMENT $354.38 PERMIT FEE R000.322.100.00.00 0.00 $212.05 PLAN CHECK FEE R000.345.830.00.00 0.00 $137.83 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $10.60 TECHNOLOGY FEE R000.322.900.04.00 TOTAL FEES PAID BY RECEIPT: R12247 0.00 $10.60 $375.93 Date Paid: Friday, September 01, 2017 Paid By: RICHARD WALTENBURG Pay Method: CREDIT CARD 001382 Printed: Friday, September 01, 2017 10:30 AM 1 of 1 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 Project: b,d(4,kieL4" cAscAl - Type of Inspection: 'I3v LD 'i i , . -1Af L Address: Date Called: Special Instructions: Date Wanted:j Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Oate:le 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 bf7 - O23& PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 PrY�ojev�- W✓ A ( At Typ Inspection: juZ 4i1 /J L14U- Address: 4260 i hii is Ate' S Date Called: Special Instructions: CALL Date Wanted Reque er: � it G Ifs Phone No: S-oc 9/4' 6,13zo Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: Inspector A_ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. i--FIEVtS!ONS No changes shall hn made to the scope Of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal r.nd may include additional plan review fees. Riverside Drive ISEPARATE PERMIT REQUIRED FOR: 1Mechanical (Electrical 0/Plumbing Cas Piping City of Tukwila BUILDWG DIVISION Loading Area Wanke Cascade Dock Leveler Pit Construction. 18260 Olympic Ave S Tukwila, WA 98188 Dock Leveler Pit Locations Dock Door #14 and #15 FILE COPY Permit No. irk OMP IGO 1231. > EPDXY JOINING STEEL TO CONCRETE < * INSPECTION SHALL BE REQUIRED TO VERIFY ' APPROVED TYPE OF EPDXY AND STEEL OR BOLT SIZES AS SPECIFIED ON CONSTRUCTION PLANS AND/OR DOCUMENTS. CALL FOR FOUNDATION INSPECTION iBEFORE APPLYING EPDXY TO ALLOW INSPECTION OF HOLES DEPTH AND DUST REMOVAL. BUILDING OFFICIAL (INSPECTOR.) SHALL OBSERVE INSTALLATION OF EPDXY AT THAT TIME. Plan review approval is subject to errors and omissions, Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Fie «itions is hedged: By: Date: (37—,7S-----20/ City of Tukwila BUILDING DIVISION Parking Neighboring Building REVIEWED FOR CODE COMPLIANCE • APPROVED SEP 01 2017 • Poi City of Tu ila BUILDING (VISION RECEIVED CITY OF TUKWILA SEP Q.1 2017 PERMIT CENTER p1, OflLo Green River Trail Measured: M Floor Plan Southcenter South Industrial Park s 0 a .aw Eco o o' o� an N Nco V• San Francisco, CA 94105 WS Mechanical DOCK LEVELER SPECIFICATIONS Design Highlights • Patented SafeTFrameTM Design • Patented Split Box Beam Construction • Exclusive POSI-TRAC® Unlimited Float'Hold down • Unique HYDRA CAMTM Automatic Lip Extension • CLEAN FRAME® Design • Single Adjustment Point Extension Spring Counterbalance • High Tensile Steel Lip, Deck & Beams • Structural Steel Safety Legs • Working Range Toe Guards • Below -dock Endloading Capability • 16" Lip Standard (406 mm) • Grease Fittings • Integral Maintenance Strut & Lip S • Heavy-duty B410 -14F Dock Bumper • Reduced Lip Crown/Extended Lip C Project Information Job Name Wanke Cascade 40K -45K LB. (18.20.4 KG) CAPACITY RATINGS REVIEWED FOR CODE COMPLIANC APPROVED SEP 01 2017 port La ch amfaiiy of Tukwila BUILDING DIVISION Address 18260 Olympic Ave S, Tukwila, WA 98188 General Contractor IDS RE Distributor NWHS Model WS800 Quantity 2 Certified For Construction By Company Address Date Available Options ❑■ Factory Installed Brush Weatherseal ❑ Factory Installed Neoprene Weatherseal ❑ ENERGY GUARD® Perimeter Weatherseal System 1118" Lip (457 mm) ❑ 20" Lip (508 mm) ❑ 24" Pit Conversion (610 mm) ❑ Spray Foam Insulated Deck ❑ Galvanized Finish (Deck, Lip & Subframe Only) ❑ Special Paint Color o Full Operating Range Toe Guards o High Lip Crown ❑ Lip Taper (specify) ❑ Box Option: For installation without pre- formed concrete pits, dock leveler supplied with integral pre -formed steel box for pour -in-place construction. Leveler shall be in an enclosed steel box structure complete with its own six -piece, welded structural curb angles and concrete anchors. The leveler is to be concreted in place as the floor is poured. Other ■] 11 [1 i■ ■ Box Option ccessories PitBull® SAFETY -LOC® Restraint SLP Recessed Restraint MANUAL SAFETY -CHOCK Wheel Restraint SAFETY -CHOCK® Wheel Restraint Universal Truck-ChockTM Wheel Restraint ALS Light Communication System MLS Light Communication System Bumper Options O B410-14 O B610-14 O B610 -14F O VB420-11F O VB420-11 Steel Faced O Other RECEIVED Capacity CITY OF TUKWILA 0 40K Ib (18 Kg) O V64bi1 2017 PERMIT CENTER 1612 Hutton Drive, Suite 140 • Carrollton, TX 75006, USA • Tel: 800-933-4834 • Fax: 972-389-4769 • Email: sales@s-rcocompany.com • www.sercocompany.com A continuing research program is in effect at Serco. We reserve the right to incorporate product improvement at any time without prior notice. © 2011 4Front Engineered Solutions, Inc. 27RGO® Form#: SPS-DMWS-0511 DOCK LE 1. General: "WS" Series hinged lip dock leveler with extension spring counterbalance assembly. Unit conforms to ANSI/MH14.1-1987 performance requirements. Unit to be manufactured by Serco. 2. Construction, Platform Assembly: Platform constructed of high tensile steel safety tread deck plate supported by unique high tensile steel split box beam construction. Structural members fully welded to front header. Deck to be 1A" (6 mm) thick. 3. Lip Assembly: Lip to be 16" (406 mm) high tensile steel safety tread lip plate with beveled leading edge. Lip to be 5/s" (16 mm) thick on 40K & 45K Ib (18 & 20.4 Kg) capacity units. 7' (2.13 m) wide lip tapers to 6'-6" (2.01 m) at leading edge (6'-0" (1.83 m) taper optional). Lip hinge to have full width structural front header and heavy wall tubing with a minimum of 1/2" (12 mm) wall thickness. Hinge tubes to have gussets on 45K Ib (20.4 Kg) capacity. Lip hinge shaft to be a minimum of 1.1/4 (31 mm) solid steel. 4. Lip Extension: Patented HYDRA CAMTM lip assist mechanism provides gentle lip activation and reduced walk -down loads. 5. Rear Subframe & Hinge: Rear structural frame consists of a welded structure constructed from 4 structural angle vertical members connecting two horizontal members. The upper rear angle has longitudinal support gussets & additional deck supports to promote structural stiffness. The hinge system consists of four 3/4" (19 mm) thick lugs allowing 4" (100 mm) of side to side deck twist. 6. SafeTFrameTM?: Adjustable shim system consisting of four independently operated leveling feet capable of 1-1/2 inches (37.5 mm) of vertical adjustment each. System eliminates the need for installer to place and weld steel shim stock under the vertical uprights providing more consistent installation thus preventing a gap or (bump) between the rear transition angle and curb angle. 7. Counterbalance: Oil -tempered chromium silicon steel extension spring counterbalance with single adjustment point for high strength, durability, and easy walk -down. 8. Product Finish: Enamel gray finish. 9. CLEAN FRAME®: Unique design allows access for easy pit clean out and routine maintenance. 10. "Nite-Lock": Permanent "Nite-Lock" to prevent unauthorized entry beneath locked overhead door is 11. Structural Center Deck Support: Standard center beam support (5" (127 mm) structural channel) 12. Toe Guard Protection: Working range toe guard protection is provided on both sides of the leveler. Yi sides of the dock leveler. 13. Safety Legs: Structural safety legs provide emergency support should a truck depart with a load on ti interference from truck float. 14. Integral Maintenance Strut & Lip Support Latch: A permanently mounted, hinged, lockout capable the lip and leveler during routine maintenance and pit cleaning. 15. Below -dock Control (Endloading): Front mounted pull -chain facilitates below -dock endloading. 16. Out of Level Compensation: Leveler platform is designed to compensate for canted truck beds eliminate pinch points. 17. Float Compensation: Allows for vertical carrier deflection when lip is in contact with truck bed.. 18. Operation: Serco's "WS" mechanical leveler shall be supplied completely assembled with platform pulling release ring at rear of ramp; unit will raise, and lip will extend and hold. No manual lifting re adjustment point. Operator to walk ramp down to truck bed. POST-TRAC• hold down shall hold unit to be 12" (305 mm) above -dock and 12" (305 mm) below -dock for 6' (1.83 m), 8' (2.44 m), and 1 mm) beyond the face of a 4" (100 mm) bumper. After loading/unloading is complete, operator pulls raises, lip will descend in a smooth, controlled manner. In stored position, ramp is fully supported t 19. Installation: Unit shipped completely assembled and ready for installation in pre -formed concrete long units, 24" (610 mm) for 10' (3.05 m) long units. Pit construction to be in accordance with certifi nearest distributor. 20. Limited Warranty: Limited parts & labor warranty on all components under normal use for a 1 -year "E or the sixtieth (60th) day after shipment, whichever is earlier. Additional limited 4 -year parts only warra available upon engineering approval of written application. 21. Bumpers: Unit to include two model B410 -14F (4" Thick x 14" W x 10" H) (100 mm x 356 mm x 25 1612 Hutton Drive, Suite 140 • Carrollton, TX 75006, USA • Tel: 800-933-4834 • Fax: 972-389-4769 • Email: sales@serc A continuing research program is in effect at Serco. We reserve the right to incorporate product improvement at any time witl 2011 4Front Engineered Solutions, Inc. echanical VELER SPECIFICATIONS LB. (18-20.4 KG) CAPACITY RATINGS NOMINAL DIMENSIONS MODEL WIDTH LENGTH WS600 6' (1.83 m) 6' (1.83 m) WS66.500 6'6" (2.01 m) 6' (1.83 m) WS6700 7' (2.13 m) 6' (1.83 m) (WS800) (6' (1.83 m)) (8' (2.44 m)) WS86.500 6'6" (2.01 m) 8' (2.44 m) WS8700 7' (2.13 m) 8' (2.44 m) WS1000 6' (1.83 m) 10' (3.05 m). WS106.500 6'6" (2.01 m) 10' (3.05 m) WS10700 7' (2.13 m) 10' (3.05 m) *24" (610 mm) pit depth standard on 10' (3.05 m) dock levelers tandard. :o reinforce leveler for 3 -wheel lift truck traffic. allow OSHA required markings IAW ANSI Z535.1 provided on the ie leveler platform. Design incorporates cam mechanism to limit maintenance strut and lip support latch are provided to support . ip to 4" (100 mm) and rear edge remains flush with the pit to and lip mechanism and ready for use. Leveler to be operated by uired. Unit shall be powered by extension springs with a single in position. Unit will float with truck movement. Working range )' (3.05 m) long units. The lip extends a minimum of 11" (279 and holds release chain until lip clears the truck bed. As leveler y lip keepers. lit. Pit depth is 20" (508 mm) for 6' (1.83 m) and 8' (2.44 rn) ed Serco pit detail drawings. Contact Serco for current cost and ase Warranty Period" beginning on the completion of installation -ay on main springs. Limited prorated 10 -year structural warranty mm) heavy-duty bumpers. SERCO® )company.com • www.sercocompany.com ,out prior notice. Form#: SPS-DMWS-0511 BY G. OHANIAN DATE. 8/24/17 SUBJECT RAdK DEOIGN &, ENGINEERING d0. 412 WEOT BROADWAY, BUITE #204, cLENDALE, dA. 91204 TEL:(818)240-3810 FAX:(818)240-3813 SHEET NO. 1 OF 3 JOB NO.. DOCK LEVELER PIT DITAILS FOR: WANKE CASCADE 18260 OLYMPIC AVE. S. TUKWILA, WA 98188 EXPIRES 12-26-17 EXISTING BUILDIN BJ DOCK LEVELER PIT - PLAN VIEW STRUCTURAL NOTES: I) CONCRETE TO ATTAIN A 2S DAY COMPRESSIVE STRENGTH OF 2500 PSI. 2) REINFORCING SHALL CONFORM TO ASTM A-615 GRADE 40 OR 60_ 3) FINAL CONCRETE SURFACES SHALL NAVE A FINISN•51fi1dLAR TO -EXISTING -SURFACES_ 4) PROVIDE A 3" MIN. COVER TO ALL REBAR. 5) FOR DIMENSIONS, CURB ANGLES AND INSERT BUMPERS SEE d.I NUE,4C URE'S_DRAWIN.G_4ND SPECIFICATIONS 6) NO SPECIAL INSPECTION 15 REQUIRED CSL Mci REVIEWED FOR CODE COMPLIANCE WALL APPROVED SEP 01 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SEP a1 2017 PERMIT CENTER I 85" '. (13 EXPIRES 12-26-17 EXISTING BUILDIN BJ DOCK LEVELER PIT - PLAN VIEW STRUCTURAL NOTES: I) CONCRETE TO ATTAIN A 2S DAY COMPRESSIVE STRENGTH OF 2500 PSI. 2) REINFORCING SHALL CONFORM TO ASTM A-615 GRADE 40 OR 60_ 3) FINAL CONCRETE SURFACES SHALL NAVE A FINISN•51fi1dLAR TO -EXISTING -SURFACES_ 4) PROVIDE A 3" MIN. COVER TO ALL REBAR. 5) FOR DIMENSIONS, CURB ANGLES AND INSERT BUMPERS SEE d.I NUE,4C URE'S_DRAWIN.G_4ND SPECIFICATIONS 6) NO SPECIAL INSPECTION 15 REQUIRED CSL Mci REVIEWED FOR CODE COMPLIANCE WALL APPROVED SEP 01 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SEP a1 2017 PERMIT CENTER BY G. OHANIAN DALE... 8f.24./17 SUBJECT RAdK DE$IdN & EN(4INEERIN( do. SHEET NO. 2 412 WET BROADWAY, QUITE #204 LENDALE, dA. 91204 JOB NO. :.....:.:::.:. . TEL:(818)240-3810:. FAX:(818)240-3813 EXISTING FLR. SLAB PIT WALL 6" MIN B. • -TATA-TWA-A% PIT FLOOR CURB ANGLE 3X3X3/16" "4 REBAR, CONTINUOUS, TYP. *4 REBARS AT 12"o -c, E.11 I II IHII I�Iu ffl tI 7' I�TT�111 I =I I —ice x SECTION A EXISTING SLAB FLOOR CURB ANGLE PER 6" ,IN / 3X3X3/16" NEW PIT WALL "4 REBAR, CONTINUOUS, TYP.� *4 REBARS AT 12"oc. E.W. II I I�II�II�II�I ISI I� -II II�II�II�II�JI�Ii� ✓ I�III• I <=1 I X11 I l mil �l l -I I ��I I I I I I EI I I I -I I I I EI I 1=-I I=11=11E II-III-III-IIH1�11�11�11�11�11 �11�111���11�11�11 =1I I1IIIIIItIIIiI-1I�II�IIEIImIEIInICIIEII-IEIIP IaN. I[� I I II / 6 ' .MI\, (� II NEW PIT FLOOR SLB alE1 W/1/2" SLOPE HEIHE I: SIE EXISTING BUILDING WALL • I SECTION 5 F BY G. OHANIAN DATE ............ SUBJECT RAdK DE$ION 8,4 ENOINEERINC4 do. SHEET NO 3 412WET BROADWAY, QUITE #204 GtLENDALE, dA. 91204 JOB NO. - TEL:(818)240-3810 FAX:(818)240-3813 *4 REBARS ,4T 12"oc. EILL fentztrfi EM 4 6 I • It IEFG KEBABS AT 12"oc. E.W. I Ell r - • irmitt co diEHE NEW PIT FLOOR SLAB M. 11E11 CURB ANGLE ilERE 11 IE --•=11EllE • a I ETEITEI I El I _ I tIVITMEIVIT-ffliyf .ImEttieliiiigik-+-14-igiliT=iiiiff-4---,T=1111_=4=litair----ItH 1=1 rr- ifT--1 I E 7:1 I El I 111=-1 11=1 EXISTING WALL "nntlr thEn sin 3X3X3/16 • TOF VIEW 1=1 E City of Tukwila Allan Ekberg, Mayor Department of Community Development September 12, 2017 RICH WALTENBURG 1100 SW 7TH ST RENTON, WA 98057 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D17-0236 WANKE CASCADE - 18260 OLYMPIC AVE S Dear RICH WALTENBURG, 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 maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) "STAMP AND SIGNATURES" "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) (BUILDING REVIEW NOTES) 1. Engineer shall need to specify the epoxy grouting of the rebar embedment into the existing slab. Inspection of drilled holes prior to epoxy application with rebar shall be required with a concrete inspection prior to concrete pour. 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 If you have any questions, I can be reached at 206-431-3655. Sincerely, Bill Rambo Permit Technician File No. D17-0236 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: D17-0236 DATE: 09/15/17 PROJECT NAME: WANKE CASCADE SITE ADDRESS: 18260 OLYMPIC AVE S Original Plan Submittal X Response to Correction Letter # 1 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Buildi.g n g Divisio Public Works Fire Prevention Structural Planning Division ❑ Permit Coordinator El PRELIMINARY REVIEW: Not Applicable ri (no approval/review required) DATE: 09/19/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 10/17/17 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 0 Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 HERMIT COORD COPY d PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0236 PROJECT NAME: WANKE CASCADE SITE ADDRESS: 18260 OLYMPIC AVE S X Original Plan Submittal Response to Correction Letter #, DATE: 09/01/17 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Division Public Works 141 Fire Prevention Structural Mai B Af q-0.17 Planning Division NI ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 09/04/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved DUE DATE: 10/03/17 ❑ Approved with Conditions ❑ Corrections Required Denied (corrections entered in Reviews)_ (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only (� CORRECTION LETTER MAILED: 1--k�• 1 Departments issued corrections: Bldg Fire 0 Ping ❑ PW ❑ Staff Initials: 12/18/2013 0 8 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us Revision submittals must .be submitted in person at the Permit Center. Revisions will.not be accepted through the mail, fax, etc. Date: 49 /S-Ao/% Plan Check/Permit Number: D1 7-023 6 ❑ Response to Incomplete Letter # Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Wanke Cascade Project Address: 18260 Olympic Ave S Contact Person: /2Cs/ `tiotixetne6 Phone Number: ?/3/4 93'X Summary of Revision: erOXY , i+32 d, - /t% .G4,ot q41/ fZe6 RECEIVED CITY OF TUKWILA SEP 15 2017 PEHIIILIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ❑ Entered in TRAKiT on \applications\forms-applications on line\revision submittal Created: 8-13-2004 Revised: NORTH WEST HANDLING SYS INC 0 Homme Espanol Contact Safety & Health Claims & Insurance 0 Washington State Department of Labor & Industries Search L&I Page 1 of 2 A -Z Index Help My L&T Workplace Rights Trades & Licensing 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 Governing persons JAMES J FRANCK CLARK R KOSTY; 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= 9/25/2017 NORTH WEST HANDLING SYS INC No savings accounts during the previous 6() period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID Account is current. 329,999-00 Doing business as NORTHWEST HANDLING SYSTEMS INC Estimated workers reported Quarter 2 of Year 2017 "Greater than 100 Workers" L&I account contact T4 1 TERRI MADISON (360)902-4654 - Email: KIRT235@lni.wa.gov Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 08/2112015 Inspection no. 317936474 Location 1100 Sw 7th Street Renton, WA 98055-2939 Inspection results date 08/21/2015 Inspection no. 317937073 Location 1100 SW 7th Street Renton, WA 98055-2939 Violations Violations Page 2 of 2 © Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=600051641 &LIC=NORTHWH275JF&SAW= 9/25/2017