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HomeMy WebLinkAboutPermit D15-0148 - KOTIS DESIGN - PIT STYLE DOCK LEVELER AND FLOORKOTIS DESIGN 1169 ANDOVER PARK W EXPIRED 01106116 D15-0148 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 Parcel No: 3523049097 Address: 1169 ANDOVER PARK W Project Name: KOTIS DESIGN Owner: Name: CWWA SOUTHCENTER 4 LLC Address: PO BOX B-3879 C/O EQUITY OFFICE MGMT LLC, CHICAGO, WA, 60690 Contact Person: Name: MIKE SORENSON Address: 1100 SW 7TH ST, RENTON, WA, 98057 Contractor: Name: NORTH WEST HANDLING SYSTEMS IN Address: 1100 S.W. 7TH STEET , RENTON, WA, 98055 License No: NORTHWH275JF Lender: Name: SELF FUNDED - KOTIS DESIGN Permit Number: D15-0148 Issue Date: 7/10/2015 Permit Expires On: 1/6/2016 Phone: (206) 818-4488 Phone: (206) 255-0500 Expiration Date: 10/9/2015 Address: "I , DESCRIPTION OF WORK: INSTALL NEW PIT STYLE DOCK LEVELER AND MODIFICATIONS TO THE CONCRETE FLOOR Project Valuation: $3,500.00 Fees Collected: $291.30 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: VB Occupancy per IBC: S-2 Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-466: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: No jL--- Permit Center Authorized Signature: Date: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature:_ Date: Print Name:eliC� �JGf'1P�SCh 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: 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. 6: 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). 7: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 8: 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. 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. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL" 0301 CONCRETE SLAB 0200 FOUNDATION WALL 4046 SI-EPDXY/EXP CONC CITY OF TUKWILA Community Development Department • Public Works Department • Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htti)://www.TukwilaWA.p,ov SITE LOCATION Building'Permit No. ®��{ Project No. f Date Application Accepted: �Q ` `% "( I� Date Application Expires: or o tce 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" q /' y King Co Assessor's Tax No.: Site Address: R y�'� 1 &Joy t-r "- W Suite Number: Floor: Tenant Name: �z o -�,-S New Tenant: ❑ .....Yes 2-96 PROPERTY OWNER J _ Name: CWWA i'E LLC, 0� Address:P6 130)c t?r 387 c-c 6 W, City: C i C et o State: It— Zip: 60610 CONTACT PERSON — person receiving all project communication Name: ` J _ _ �n Address: i l lid SV 1*� S 1-- City: >� State: (, "�L Zilgw5 7 n r1 "" � Phone:c�206„ g(g_ygpg Fax: ,S .d,,? 61 Y6 Email: MSUr "Sdn @ i7WA5 , Cot— GENERAL CONTRACTOR INFORMATION Company Name: 41 Address: b b -9-W City: 1 n r State: ` _„_ Zip9g -7 w�T Phone: Yak-. Fax: -- fir 61 Y Contr Reg No./-/6rA14 a75TF Exp Date;. Tukwila Business License No.: rsvS, CHITECT OF RECORD Compa k e. Architect Name. Address: City: Zip: Phone: Fax: Em ENGINEER OF RECORD Company Name: ` Engineer Name: JW Address: City: State Zi Phone:�y�f0 Fax: & U _;,g O 13 Email:Emai LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Address: City: ate: V Zip: H:\Applications\Forms-Applications On Une\201 I ApplicationsTermit Application Revised - 8-9-11.docx Revised: August 2011 Ith Page I of 4 BUILDING PERMIT INFORMATION - 206-431-3670 Valuation of Project (contractor's bid price): $ 3, 5ZV^ Existing Building Valuation: $ Describe the scope of work (please provide detailed information): 5,2_0_ c7 #44CL,`dCCcG✓rn�Jse I C4, Ae_" /J4,,& r- r � w i nAwle `7 j <<. S A e+..i � r (� Sp�i�- e is ClG (e v �- 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 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1" Floor r S 5y. 2ad Floor 3 Floor Floors thru Basement Accessory StnxttW Attached Gaffe Detached Garage Attached Carport Detached Carport Covered Deck. Uncovered Deck. l , 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? El ....... Yes [�No If "yes", explain: FIRE PRO CTION/HAZARDOUS MATERIALS: Sprinklers ❑ ....... Automatic Fire Alarm ❑ .......None ❑ .......Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑....... Yes E?-7_No If `yes', attach list ofmaterials and storage locations on a separate 8-112"x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM n Jor El....... On -site Septic System on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications\Forms-Applications On Line\2011 ApplicationsTermit Application Revised - 8.9-1 I.docx Revised: August 2011 Page 2 of 4 bh PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 SCISQe of Work (please provide detailed information): Call before you Dig: 811 / Please refer to Public Works Bulletin #1 for fees and estimateAbeet. Water District ❑ ...Tukwila \ed ict # 125 ❑ .. Highline ❑ ... Water Availability Provid Sewer District ❑ ...Tukwila ❑ .. Renton ❑ ...Sewer Use Certificate ilability Provided Septic System• ❑ On -site Septic System — Fem, provide 2 copies of a current U ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ ❑ ...Bond ❑ .. Insurance ❑ .. Easemen ) ❑ Proposed Activities (mark boxes that applvl: ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ ❑ ...Total Cut cubic yards ❑ .. ❑ ...Total Fill cubic yards ❑ .. ❑ ...Sanitary Side Sewer ❑ .. Aban n Septic Tank ❑ ...Cap or Remove Utilities ❑ .. Cur Cut ❑ ...Frontage Improvements ❑ .. P ement Cut ❑ ...Traffic Control ❑ .. oped Fire Line ❑ ...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............ ublic ❑ Private ❑ ❑ ...Water Main Extension......... ..Public ❑ Private ❑ .. Renton El.. Seattle approved by King County Health Department. Report ❑ ...Traffic Impact Analysis Agreement(s) ❑ ... Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) Right-of-way Use - Profit for less than 72 hours Right-of-way Use — Potential Disturbance in Flood Zone ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Deduct Water Ater Size " Fire Line Size at Properly ne Number of Public Fire Hydrant(s) ❑ ...Water ..Sewer ❑ ...Sewage Treatment Name: Day Telephone: Mailing Addres . City State Zip Name: / Day Telephone: Mailing Address: City State Zip H:\Applications\Forms-Applications On Line\2011 ApplicationsTermit Application Revised - 8-9-11.docx Revised: August 2011 P8 bh 3 of 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 Signature: Print Name:—Z1 Mailing Address: 110 AGENT: 1�3 s�-'. Date: Day Telephone: c;1 6 -g( ff [ `Yee? State Zip H:Wpplications\Forms-Applications On Line\2011 ApplicationsTerni t Application Revised - 8-9-11.docx Revised: August 2011 Page 4 of 4 bh DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $181.64 D15-0148 Address: 1169 ANDOVER PARK W Apn: 3523049097 $181.64 DEVELOPMENT $173.20 PERMIT FEE R000.322.100.00.00 0.00 $168.70 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $8.44 TECHNOLOGY FEE TOTAL'AID BY RECEIPT: R5703 R000.322.900.04.00 0.00 $8.44 $181.64 Date Paid: Friday, July 10, 2015 Paid By: MIKE SORENSON Pay Method: CREDIT CARD 051114 Printed: Friday, July 10, 2015 11:11 AM 1 of 1 R?WSYS7EM5 Date Paid: Wednesday, June 17, 2015 Paid By: MICHAEL SORENSON Pay Method: CREDIT CARD 040912 Printed: Wednesday, June 17, 2015 9:09 AM 1 of 1 r' II' 1SYSTEMS C- - Design Highlights • Patented SafeTFrameTM Design • 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 Support Latch • Heavy-duty B410-14F Dock Bumpers • Reduced Lip Crown/Extended Lip Chamfer Project Information . Job Name hfv '. 12 S u✓✓l Address i 16C 44,,Jr'V2,'" PAf (G✓. General Contractor i✓ �E-f Distributor &V tf 5 Model ii L. it 3G ( 9 Quantity Ak r] Available Options Factory Installed Brush Weatherseal ❑ Factory Installed Neoprene Weatherseal ❑ EPERGY GUARD® Perimeter Weatherseal System V 18" Lip (457 mm) ❑ 20" Lip (508 mm) ❑ 24" Pit Conversion (610 mm) ❑ Spray Foam Insulated Deck ❑ Special Paint Color ❑ Full Operating Range Toe Guards ❑ High Lip Crown ❑ Lip Taper (specify) ❑ Box Option: For installation without pre -formed concrete pits, dock leveler supplied Box Option 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 Accessories ❑ PitBull® SAFETY -LOCI' Restraint ❑ SLIP Recessed Restraint ❑ MANUAL SAFETY -CHOCK Wheel Restraint ❑ SAFETY -CHOCK® Wheel Restraint ❑ Universal Truck-ChockTM Wheel Restraint ❑ ALS Light Communication System ❑ MLS Light Communication System Bper Options B410-14 O VB420-11F O B610-14 O VB420-11 Steel Faced O B610.14F 0 Other Certified For onstruction Capacity rr,, RECEIVED By 30K Ib (13.6 Kg) 035K`�' 1K.Pg)TUKWILA Company JUN 17 2015 Address Jlpo (Al t:h S�- r, Date PERMIT CENTER b 0 1 J4 os co® 1612 Hutton Drive, Suite 140 • Carrollton, TX 75006, USA • Tel: 800933-4834 • Fax: 972-389-4769 • Email: sales@sercocompany.com • www.sereocompany.com A continuing research program is in effect at Serco. We reserve the right to incorporate product improvement at any time without prior notice. 0 20114Front Engineered Solutions, Inc. Farm#: SPS•DMWL-0511 1. General: "WL" 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 L-beam construction. Structural members fully welded to front header. Deck to be 1/4" (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/a" (16 mm) thick on 30K & 35K lb. (13.6 & 15.8 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 6A6" (406 mm) wall thickness. Hinge tubes to have gussets on 35K lb. (15.8 Kg) capacity. Lip hinge shaft to be a minimum of 1" (25 mm) solid steel. 4. Lip Extension: Patented HYDRA CAMTM lip assist mechanism provides gentle lip activation and reduced walk -down loads. S. 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. a 01111V71. NOMINAL DIMENSIONS Ill'IIF]a�rPlhlllC�Ba►[elll:� WI.66.500 6'6" (2.01 m) 6' (1.83 m) WL67OO f 7' (2 13 rn) 6' (1 83 rn) WL800 6' (1.83 m) 8' (2.44 m) WL86 500 6'6" (2 01 rn) 8` (2 444rii) WL87O0 7' (2.13 m) 8' (2.44 m) WL1Q00 �' , ,$ 6' (1;83 m)1 L 10' (3 05 m); WL106.500 6'6" (2.01 m) 10' (3.05 m) S. SafeiFrameT�^: Adjustable shim system consisting of four independently operated leveling feet WL107300 y s A*� (1 13 171) P ld (3 05 111) capable of 1-% 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 , 24 (610 mm) pit depth standard on installation thus preventing a gap or (bump) between the rear transition angle and curb angle. 10' (3.05 m) dock levelers 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 standard. 11. Toe Guard Protection: Working range toe guard protection is provided on both sides of the leveler. Yellow OSHA required markings IAW ANSI Z535.1 provided on the sides of the dock leveler. 12. Safety Legs: Structural safety legs provide emergency support should a truck depart with a load on the leveler platform. Design incorporates cam mechanism to limit interference from truck float. 13. Integral Maintenance Strut & Lip Support Latch: A permanently mounted, hinged, lockout capable maintenance strut and lip support latch are provided to support the lip and leveler during routine maintenance and pit cleaning. 14. Below -dock Control (Endloading): Front mounted pull -chain facilitates below -dock endloading. 15. Out of Level Compensation: Leveler platform is designed to compensate for canted truck beds up to 4" (100 mm) and rear edge remains flush with the pit to eliminate pinch points. 16. Float Compensation: Allows for vertical carrier deflection when lip is in contact with truck bed. 17. Operation: Serco's "WL" mechanical leveler shall be supplied completely assembled with platform and lip mechanism and ready for use. Leveler to be operated by pulling release ring at rear of ramp; unit will raise, and lip will extend and hold. No manual lifting required. Unit shall be powered by extension springs with a single adjustment point. Operator to walk ramp down to truck bed. POSI-TRAC® hold-down shall hold unit in position. Unit will float with truck movement. Working range to be 12" (305 mm) above -dock and 12" (305 mm) below -dock for 6' (1.83 m), 8' (2.44 m), and 10' (3.05 m) long units. The lip extends a minimum of 11" (279 mm) beyond the face of a 4" (100 mm) bumper. After load ing/unIceding is complete, operator pulls and holds release chain until lip clears the truck bed. As leveler raises, lip will descend in a smooth, controlled manner. In stored position, ramp is fully supported by lip keepers. 18. Installation: Unit shipped completely assembled and ready for installation in pre -formed concrete pit. Pit depth is 20" (508 mm) for 6' (1.83 m) and 8' (2.44 m) long units, 24" (610 mm) for 10' (3.05 m) long units. Pit construction to be in accordance with certified Serco pit detail drawings. Contact Serco for current cost and nearest distributor. 19. Limited Warranty: Limited parts & labor warranty on all components under normal use for a 1-year "Base Warranty Period" beginning on the completion of installation or the sixtieth (60th) day after shipment, whichever is earlier. Additional limited 4-year parts only warranty on main springs. Limited prorated 10-year structural warranty available upon engineering approval of written application. 20. Bumpers: Unit to include two model 8410-14F (4" Thick x 14" W x 10" H) (100 mm x 356 mm x 254 mm) heavy-duty bumpers. 27SERCa 1612 Hutton Drive, Suite 140 • Carrollton, TX 75006, USA • Tel: 80G 933-4834 • Fax: 972-389-4769 • Email: sales@sercocornpanycom • 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. m 201J. 4Front Engineered Solutions, Inc. Form#: SPS•OMWL-0511 J. _ A By OHANIAN ���� .....�. E$1614 & E�T���TEigmd do. of 3 DATE...6-16-2015 412 UE T. EROAID�AYo �UI'i'E 20� SHEET No......... SUBJECT R0............... LENDALE, dAo 91204 JO® fd0a...RD-17144... [A'(818)240-3810 FAxe(818)240-3813 DOCI� LLV'EL(=1 hIT DIT,,ILS I=rJf�: KOTIS DESIGN 1169 ANDOVER PARK W. TUKWILA, WA 98188 �3 P71RES 12-26-95 UILDING WALL :F. DOCK LEVELER PIT — PLAN VIEW STRUCTURAL NOTES: 1) CONCRETE TO ATTAIN A 25 DAY COMPRESSIVE STRENGTH OF 2500 PSI. 2) REINFORCING SHALL CONFORM TO ASTM A-615 GRADE 40 OR 60. 3) FINAL CONCRETE SURFACES SHALL HAVE A FINISH SIMILAR TO EXISTING SURFACES. 4) PROVIDE A 3" MIN. COVER TO ALL REBAR. 5) FOR DIMENSIONS, CURB ANGLES AND INSERT BUMPERS SEE MANUFACTURE'S DRAWING AND SPECIFICATIONS 6) NO SPECIAL INSPECTION 18 REQUIRED RECEIVED CITY OFTUKWILA . JUN 11 203 PERMIT CENTER c By....... :.OHANIAN.... RAdK DE016M & EMOINEERIMO d®. 6-16-2015 SHEET NO........2............ DATE ....................:........... 412 VErT BROADWAY, OiJI'1'E #204 SUBJECT....... ROTIS LENDALE, dA. 01204 JOB NO... K7.17144... TEL:(818)240-3810 FAM(M)240-3813 �9 �-EXISTING FLR. SLAB PIT WALL PIT FLOOR 6" IN B, CURB ANGLE PER MANUFACTURER'S '__�RECOMMENDATIONS 04 REBAR, CONTINUOUS, TY - !, 6-04 REBARS 0 1-04 REBARS 5ECTION A EXISTING FLR. SLAB CURB ANGLE PER MANUFACTURER'S W/I/2" SLOPE ^- -EXISTING BUILDING WALL 5ECTION 5 z By........G:...OHANIAN......... RAdK DE010N & EMOINEERINd d®o .............. 6-16-2015 SHEET NO...........3............ DATE ...... —......... 2....1... 412 WE T . BROADWAY, OUITB #204 LEIDALE, dAe 912O4 JOB PlOe...R�...7144... SUBJECT....... ROTIS TEL:(818)24O-381O FAM(818)240—S813 NOTICE Pit Dimensional Tolerances are +/-1/8" on squareness, Depth, Width and Length. SERCO Assumes No Liability for Deviations beyond this Tolerance. DIMENSIONS BELOW ARE FOR ALL WL, WS, HL Series PIT TYPE LEVELERS OF 30-50K CAPACITIES. FOR HD 60,000 LBS AND 80,000 LBS CAPACITY LEVELERS DIM --C" IS 24" AND DIM "D" IS 23112" FOR ALL SIZES. 5% 6' & 8- LONG LEVELERS OF 30-50K CAN BE PLACED IN 24" DEEP PITS WITH OPTIONAL RISER KIT. MODEL PIT DIMENSIONS *CURB ANGLE LENGTHS (Qty.) DIM "A" DIM "B" DIM "C" DIM "D" REAR (1) FRONT (1) SIDE (2) FACE (2) BUMPER 5' x 6' t 51" 73" 20" 19 1/2" 79" 79" 48" 17" 6' x 6' 63" 73" 20" 191 /2" 79" 79" 60" 17" 8' x 6' 87" 19 1/2" 79" 79" 84" 17" 10' x 6' 111" 73" 24" 23 1/2" 79" 79" 108" 21' Varies 12' x 6' t 135" 73" 24" 23 1/2" 79" 1 79" 132" 21" 6' x 6'6" 63" 79" 20" 19 1/2" 85" 85" 60" 17" with 8' x 6'6" 87" 79" 20" 19 1/2" 85" 85" 84" 17" 10' x 66" 111" 79" 24" 23 1/2" 85" 85" 108" 21" applicatil 12' x 66" t 135" 79" 24" 23 1/2" 85" 85" 132" 21" 6' x 7' 63" 85" 20" 191 /2" 911, 91" 60" 17" 8' x 7' 87" 85" 20" 191 /2" 911, 91" 84" 17" 10' x 7' 111" 85" 24" 23 1/2" 91" 91" 108" 21" 12' x 7' t 135" 85" 24" 23 1/2" 91" 91" 132" 21" PIT PROJECTION GUIDE FOR DECLINE DRIVE CONDITIONS PERCENTAGE OF 0% 1 % 2% 3% 4% 5% 6% 7% 8% 9% 10% DRIVEWAY GRADE PIT 0.1 2" 3" 4" 5" 6" 8" 9" 1 0" 11" 12" PROJECTION Bumpei to Angle Side angle ❑2 MODEL 8410-14F LAMINATED BUMPERS -STANDARD FOR 30.60K ❑2 MODEL B610-14F LAMINATED BUMPERS -STANDARD FOR 60.60K Face angle RECEIVED 3TY OF TUKW 0 JUN 17 K".b DISTRIBUTED BY: BUMPERS -OPTIONAL FOR30.60K PERMIT CENTER ❑2 MODEL V8620-11F LAMINATED BUMPERS -OPTIONAL FOR60-80K July2010 826-001J FRONT CURB ANGLE DETAIL PIT LAYOUT DETAILS zZ ULIC LEVELERS sF'LE- E/ RCO@ a MECHANICAL LEVELERS For solar applications see approval drawings for all conduit Information. DOCK FLOOR DIM.B ALL CURB ANGLE JOINTS TO BE WELDED SECURELY IMPORTANT - Concrete behind Pit Steel must be well vibrated. . S" recommended minimum thickness for Pit Walls, Pit Floor and Dock Face. For Hydraulic Units Only - Set Conduit (3/4") Before Pouring Concrete. (By Others) 3/4" conduit ANCHOR LAYOUT FOR CURB ANGLES 3" W7. �12 4500�ors 1/2" Diam.x 6" Long Porerm e"ea ba,l I.vNereNmw mwe.o-e1na CONTROL PANELS (INSIDE WALL) (.Walled by Ooron). Dock Safety Lee Control Panel )a (Optional) } III 60' DIM.D Rear wall A Pit y II to be plumb Reverse Slope of 114" is IMPORTANT. ` II ` l► permissible. Side Curb Angles DIM C 0 \.; I must be 90 degrees to Dock Face and f• PIT to Rear Curb. 0 FLOOR 1/2" PITCH q For dock heights under 46" or over 52" consult factory. �Q►� (OPTIONAL) BUMPER MOUNTING PLATE 3/0" f 12 1/2" O O -.1If 1/4" Bumper welded on both sides f 0 of optional backing plate with anchors. (Sizes for B410-14 Bumpers) 0 -1/2" �Z'III (STANDARD) CONSULTFACTORY FOR NEW HEIGHT should be from bottom of ,"-I I— to within T of the ga SEE PIT PROJECTION GUIDE ON RECEIVED BACKPAGE� (OF TUKWIL JUN 17 2015 PROJECT INFORMATION PERMIT CENTER Job NameO� '�i A�tc��� Address I M �4!ihiJ✓i—r !'- V General Contractor -J A/t9 q Serco Distributor /fv wq-j Quantity Voltage M Dock Leveler Model PitBull® Safety-Loc® (Optional) Set conduit (3/4") and junction box (by others) before pouring concrete. See reverse side for face curb angle details. Pit dimensions and curb angle lengths on back page. i pit for sloped driveways - See chart on back page. CONSTRUCTION APPROVAL Company Address (k OO SQL`' 7`—� S 1-gvvi� By Y Date 61 b is%-- o i qjuiy1 6-001J of Tukwila Jim Haggerton, M� Department of Community Development Jack Pace, Director 12/1/2015 MIKE SORENSON 1100 SW 7TH ST RENTON, WA 98057 RE: Permit No. D15-0148 KOTIS DESIGN 1169 ANDOVER PARK W Dear Permit Holder: 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 1/6/2016. 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 1/6/2016, 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: D15-0148 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 9 Phone 206-431-3670 0 Fax 206-431-3665 PERMIT COOR® COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0148 DATE: 06/17/15 PROJECT NAME: KOTIS DESIGN SITE ADDRESS: 1169 ANDOVER PARK W X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: , WC, km 1AW \ Building Division ❑ Fire Prevention, Planning Division Public Works Q Structural ❑ Permit Coordinator Cl PRELIMINARY REVIEW: DATE: 06/18/15 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 07/16/15 Approved ❑ Approved with Conditions ❑ Corrections Required ❑ (corrections entered in Reviews) Notation: �6 1 �`Pv ©v REVIEWER'S INITIALS: Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 NORTH WEST HANDLING SYS T'T1' Page 1 of 2 Home Inicio en Espanol Contact Safety Washington State Department of Labor & industries NORTH WEST HANDLING SYS INC Search L&I 11 . i'c+J A -I Index Help ivty Secure l: `�I Claims & Insurance Workplace Rights Trades & Licensing Owner or tradesperson 1100 SW 7TH STREET RENTON, WA98055-2939 Principals 425-255-0500 FRANCK, JAMES JEROME, PRESIDENT KING County KOSTY, CLARK RANDOLPH, TREASURER THOMAS, KEVIN A (End: 09/28/2011) Doing business as NORTH WEST HANDLING SYS INC WA UBI No. Business type 600 051 641 Corporation Governing persons CLARK R KOSTY JAMES J FRANCK; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active............................................................ . Meets current requirements. License specialties GENERAL License no. NORTHWH275JF Effective — expiration 04/06/1973-10/0912015 Bond ................ TRAVS $12,000.00 Bond account no. 81SIO3354822BCM Received by L&I Effective date 10/09/2001 10/01 /2001 Expiration date Until Canceled Insurance .......................... Travelers Indemnity Co of Ame $1,000,000.00 Policy no. Y6302C242044TIA14 Received by L&I Effective date 09/29/2014 10/01 /2014 Expiration date 10/0112015 Insurance history Savings https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=600051641&LIC=NORTHWH275JF&SAW= 7/10/2015