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HomeMy WebLinkAboutPermit D14-0390 - MACY'S - STORAGE RACK RELOCATIONMACY' S 17000 SOUTHCENTER PKWY D14-0390 City of Tukwila Department of Community Development �0 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 $ Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.Kov Parcel No: Address: DEVELOPMENT PERMIT 2623049077 17000 SOUTHCENTER PKWY Project Name: MACY'S Permit Number: D14-0390 Issue Date: 1/16/2015 Permit Expires On: 7/15/2015 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: FEDERATED DEPT STORES INC 7 W 7TH ST ATTN: TAX DEPARTMENT - SHF, CINCINNATI, WA, 45202 MIKE SORENSON 1100 SW 7TH ST , RENTON, WA, 98057 NORTH WEST HANDLING SYSTEMS IN 1100 S.W. 7TH STEET, RENTON, WA, 98055 NORTHWH275JF SELF -FUNDED BY MACY'S Phone: (206) 818-4488 Phone: (206) 255-0500 Expiration Date: 10/9/2015 DESCRIPTION OF WORK: DOCK LEVELER PIT CONSTRUCTION. WE ARE ADDING (2) PIT TYPE DOCK LEVELERS THAT WILL BE INSTALLED IN THE WAREHOUSE FLOOR AT (2) DOCK POSITIONS NEAR THE SE CORNER OF THE BUILDING. EACH PIT WILL BE 7 X 8'. Project Valuation: $4,400.00 Type of Fire Protection: Sprinklers: NO Fire Alarm: Type of Construction: Electrical Service Provided by: TUKWILA FIRE SERVICE Fees Collected: $324.62 Occupancy per IBC: 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: International Fuel Gas Code: 2012 2012 2012 2012 2012 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2012 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 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: /05— Print Name: 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 Tenant Name: MACG, t S CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TulcwilaWA.gov f Building Permit No. 1714- J10 Project No. Date Application Accepted: ‘7--- Date Application Expires: (MVO U J (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: i 70C° $ o 0-46e-der 1 GcrkNCu7 PROPERTY yyOWNER -�^ �- Name:T1 _ 1'?Q l itrl j 407//l /1/ 1 t/97 10I��rr /�M Irillf Address: f n� E. o' 57''. sl'7v2 a�i 7 O City:N , LierixState: /yl Zip: %165 CONTACT PERSON — person receiving all project communication Name: Al/''„S®re,ASG6,,, Address: 1 (0 0 s in/ 7 Sf , 5...? City:Re., ^ State: /vim ZiP `m.-wg(pegFax: Phone: y 1,1a8,61416 Email: Vin SOiehS©/) d h c✓4.s. COyv GENERAL CONTRACTOR INFORMATION Company Name,, �i W_ r)/ f _ 4; /� ihS . Address:/1o0 f/7Ve S-,i ,'J71 J City: j' _ / Statett Zipes? Phone:Yg5._?55;0 Faxi:05..7p0 61/(6 Contr Reg N O Wj 9753-F. Exp DatelO/ /, Tukwila Business License No.: au sog 9, 36 y 7 King Co Assessor's Tax No.: / 2-19°14--11 o 1 1 Suite Number: h 1 Q Floor: / New Tenant: ❑ Yes EinCTEr p ARCHITECT OF RECORD any Narrie: Architect Address: City: -htte, Zip: Phone: Fax: E ENGINEER OF RECORD Company Name:CtC�2 // ���S�h �I-al./Yes `v . Engineer Name: /- , ./ LJ� r 1 C)A 4 vt Address: Lj1a` W • FrcadLveui S!II``it _I(4.e4 City: 4 % State:cA Zip�/cam ` , �` Phone: Rlgr '-3e/O Fax:,18 _ 0 _3g/3 Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per R/CW 19.27.095) Name: AA a c S-. c 1'��7(�� p y J�`6 Address: / City: State: Zip: H:\Applications\Forms-Applications On Line\2011 Applications\Pemtit 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): $ 4i 4/00 Existing Building Valuation: $ i Describe the scope of work (please provide detailed information): T)o J f IeJi2r- p!f c'00Sfir, cr c^L �rZ q(`Q. gIXdry- (4) pi dock ,lev I tG G✓1 f YGit /si. 4(�d Q o of i/ i /?;2_e2, 71/ , ' CO rnel. 0-(V— ,, ILat cA plot- 0' w 111/( �Q 7 r./ i x O ' /O��i�T • CGe�S 4 CTt 2h5�/t�r! ""`44 /lll 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 1st Floor _ .o5! ^�6 o c�C:(J ! 2°d Floor , 3'd Floor Floors thru Basement Accessory Structure* 1 I Attached Garage I Detached Garage I ! Attached Carport I 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 If "yes", explain: FIRE Zt,TECTION/HAZARDOUS MATERIALS: Sprinklers 0 Automatic Fire Alarm ❑ None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes Q-To 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:Wpplications\Forms-Applications On Line\2011 Applications\Pertnit 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 AUTHORIZED AGENT: Signature: Print Name: / .P r CJ� P-l�%��✓% Mailing Address: //SV1% 7)1. SK Date: / .///// Day Telephone:c7-0‘g(2' V(g(4 tee- 9go57 City State Zip H: Wpplications\Fonms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 4 of 4 DESCRIPTIONS I ACCOUNT I QUANTITY PermitTRAK I PAID $324.62 D14-0390 Address: 17000 SOUTHCENTER PKWY Apn: 2623049077 $324.62 DEVELOPMENT $315.20 PERMIT FEE R000.322.100.00.00 0.00 $188.30 PLAN CHECK FEE R000.345.830.00.00 0.00 $122.40 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $9.42 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R3795 R000.322.900.04.00 0.00 $9.42 $324.62 Date Paid: Thursday, December 18, 2014 Paid By: MICHAEL J SORENSON Pay Method: CREDIT CARD 013813 Printed: Thursday, December 18, 2014 10:38 AM 1 of 1 SYSTEMS INSPECTION NO, INSPECTION RECORD Retain a copy with permit D(t/ o3 ?o PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367 Permit Inspection Request Line (206) 438-9350 Pro cat:! ( Type o n p ction:. ,' f—i (Act i Ajd�d7ress. �/A 1 l & L�' r `Cj 1 't F-,4) r Date Called: Special Instructions: irm CAC-� �`�,,t t.-C� CJI�� Date Wanted. '7—(� —C� a.m. p.m. Rectiesier. 1 (tvt. frl. Pho eNo ^�C� 6~ S 0 0� FJ q! 1 pproved per applicable codes. Corrections required prior to approval. C MENTS: or (-0 Pr Kco Inspector: ...,.....C.....,.. Date-7 - / 9 ` ( S REINS ECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd„ Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit b(r-f (33 0 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- Ait'ci CY lc Accfc Ceve kr Type of Inspection:, roulAderiynk. wq(/ Date Called: - Address: 1 I 7000 561A 'fik Cir Pr fr_ ‘,./y Special Instructions: ri. . Date Wanted: a.m. P.m. Requester: Aifati-feruzfer.r , Phone No: , '2-13 7-G( 2-061 0 Approved per applicable codes. COMMENTS: Corrections required prior to approval. Inspector: e- Date: 2- - 5- Lil REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. gy G. OHANIAN DATE ..12110114..... SUBJECT.....1MCX.'.5.. RAdIK DEOICIN & E GIINEERINd do. 412 WElliT BROA WAY, .OWE. #204 GLENDALE, dA. 91204 TEL.(818)240.3810 FAX.(818)240-8813 SHEET N0. 1 OF 3 JOB NO. RD-17144 DOCK LEVELS PDT DUTA LS FO MACY'S 17000 SOUTHCENTER PARKWAY TUKWILA, WA 98188 B� 7' 8' FILE COPY Permit No. INSPECTION FOR VERIFICATION OF DRILLED HOLES AND HOLE PREPARATION FOR EPDXY SHALL BE REQUIRED PRIOR TO INSTALLATION OF EPDXY AND RE -BAR (OR BOLTS IF APPLICABLE). INSPECTION SHALL BE INCLUDED WITH FOUNDATION OR CONCRETE INSPECTION. EXIST DOCK LEVELER PIT - PLAN VIEW STRUCTURAL NOTES: I) CONCRETE TO ATTAIN A 28 DAY COMPRESSIVE STRENGTH OF 2500 P5I. 2) REINFORCING SHALL CONFORM TO ASTM A-615 GRADE 40 OR 60. 3) FINAL CONCRETE SURFACES SHALL WAVE A FIN151-1 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 IS REQUIRED REVIEWED FOR CODE COMPLIANCE APPROVED JAN 0 6 2015 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 18 2014 PE IM3T CENTER 1) 114 (Mc By G. OHANIAN DATE. 12/10/14 SUBJECT MACY' S RAdK DEOIG N & EN INEERING do. 412 WET-BROAD1TAY, }QUITE #204 MIME, dA. 91204 TEL:(818)240-3810 FAX:(818)240-3813 SHEET NO 2 JOB NO.. RD-17144 r EXISTING FLR, SLAB 6 jIN5,13. 6"Mk CURB ANGLE PER / MANUFACTURER'S —RECOMMENDATIONS / d4 REBAR, CONTINUOUS, TYP PIT WALL PIT FLOOR 6-444 REBARS 1-444 REBARS SECTION A CURB ANGLE PER MANUFACTURER'S RECOMMENDATIONS NEW PIT WALL --�� "4 REBAR, CONTINUOUS, TYP. ,�,II1I111/4l IliTIl—I—L ,1 II''=il .-- I ��—��Il� 1-1-1�.ilE I H T�II�T RBI -IT NEW PIT FLOOR SLB W/I/2" SLOPE EXISTING BUILDING WALL SECTION 5 ill IC Tli—I_ I -lE EXISTING FLR SLAB 6" r 511B. J 7' .I..II-11��-�1I-�1I..II.__.I i� A I IIIF_ ICII[=II By. G. GHANIAN DATE .....�,�/�Q1 4.. RAdK DEOIG q 8e EN44INEER1N(4 do. 412 APE T BROADWAY, .oUITB 0204 GII,ENDALE, dA. 91204 TEL:(818)240-3810 FAX:(818)240-3813 SHEET NO 3 JOB NO. RD-17144 ttql kia 11: MILO 41-14 41 .1111 II''' 'III TI- I IF EXISTING WALL 1 n i� l 1 1 I I�j'j1 1-1 1 j��j_L i , 1 1 I 1 1- I —I 4-4 II -I 11 111 11-11 1-04 KEBABS EAU. 6-04 REBARS E.W. 6 NEW PIT FLOOR SLAB - CURB ANGLE PER - MANUFACTURER'S RECOMMENDATIONS e e e I I I„ I II, ImI I I I I rr-I,.f11m�I ill= irrw�if I 11-11 . I It it I=-1I TOP VIEW ZIE COPY liDl Para_ 1612 Hutton Drive, Suite 140 • Carrollton, Texas 75006 KELLEY. Phone: (800) 558-6960 • Fax: (972) 389-4752 • aFX° DOCKLEVELER STANDARDIZED PIT DETAILS - STRAIGHT PIT • STAR® CONDUIT RUN DETAILS (Back Cover) CUSTOMER a Gl� ADDRESS 7063 JOB ./A4 C-y 'S DGd/-e-v r DOCKLEVELER: aFX® Model Number CI rk 7 > Quantity DOCKLEVELER RATING PER ANSI MH14. 1987: 30K 5K LIP LENGTH: (— 16" REVIEWED FOR CODE COMPLIANCE APPROVED AN06 2015 40K ❑ 45K ❑ 50K 20" aFX" DOCKLEVELER ELECTRICAL REQUIREMENTS: poatage:115V Phase 10 ✓�� ❑ STAR 1 S: ❑ STAR 2 Li STAR 1 with TRUK ALERT City of Tukwila BUILDING DIVISION E. Frequency 60 Hz ❑ Solar RECEIVEDCITY OF TUKWILA - ❑ STAR 4 NOTE: All STAR restraints, except STAR 1, require 115V, 10, 60 Hz. CERTIFIED FOR CONSTRUCTION BY 61` c/,‘ COMPANY Alarck1 V*412s'fi 46 6' CITY&STATE JC-2✓:4c", CAM - DEC 18 2014 PERI'VIIT CENTER DATE ('?/(( / ` Death or serious injury could result from failure to follow Kelley specifications for pit dimensions and/or configurations, or conduit Iocation;improper installation of dock leveler, anchoring devices or optional/accessory equipment; installation into improperly formulated, prepared or placed concrete or concrete which is otherwise inadequate or unsound 011A,Y0 TO 20 AMP BREAKER I Ti I I' LINE NEUTRAL I I I L GROUND II� RECEPTACLEn / PLUG CONTROL STATION 115V, Single Phase, 60 Hz if 1.1/2' 1-1/2" 11 ii aFX° DOCKLEVELER STANDARDIZED PIT DETAILS STRAIGHT PIT PUSH BUTTON Weld to Angle FOR SOLAR APPLICATIONS SEE APPROVAL DRAWINGS FOR ALL CONDUIT INFORMATION. 3/4" CONDUIT, WITH 115V RECEPTACLE (NEMA 5-15R) WIRED AS SHOWN FOR PLUG IN CONNECTION. LOCATION TO BE FLUSH OR RECESSED MOUNTED ON CENTER (SIZE OF CONDUIT AND WIRE GAUGE MAY VARY WITH LOCAL CODES.) DOCK HEIGHT BUMPER MOUNTING ANGLE 2 LAMINATED NOTE 1: IFASTAR TRUK STOP IS TO BE INSTALLED AND BUMPERS THE DRIVEWAY IS SUSCEPTIBLE TO FROST, PLACEA FURNISHED STYRAFOAM BLOCK IN THE CONCRETE IN THIS AREA. BY KELLEY THIS WILL PREVENT DAMAGE TO THE STAR TRUK STOP WHEN DRIVEWAY RISES. TO 20AMP BREAKER, 115VAC, 10 POWER SUPPLY DOCKLEVELER CONTROL BOX ATTACH TO STUB CONDUIT, 6" STUB OUT SEE NOTE 1 BRANCH "TEE" 2 fi 5563 R4 JULY 2010 aFX° DOCKLEVELER STANDARDIZED PIT DETAILS — STRAIGHT PIT aFX DOCKLEVELE CONTROL BOX 4 STAR CONTROL BOX LOCATION FOR aFX® DOCKLEVELER AND STAR® CONTROLS CONTROL BOX LOCATION FOR SINGLE CONTROL BOX FOR DOCKLEVELER OR STAR' ANCHOR LAYOUT FOR CURB ANGLE —►I 3" I~ 12'-+ I«-- 12=-•.I•— 12'-+ 13" I.-- —.I 3" 4— i - F— 1 /4" CONCRETE ANCHORS, 1/2" DIA., 6" LONG, LOCATED AS SHOWN NOMINAL DOCKLEVELER SIZE 6' x 6' 6' x 8' 6' x 10' 6.5' x 6' 6.5' x 8' 6.5' x10' 7' x 6' 7' x 8' 7' x 10' PIT LENGTH DIM. 'A" 63" 87" 111" 63" 87" 111" 63" 87" 111" PIT WIDTH DIM. „B„ 74"74" 74" 80" 80" 80° 85" 185" 85" PIT DEPTH Rear DIC ' 19-1/2" 19-1/2" 23-1/2" 19-1/2" 19-1/2" 23-1/2" 19-1/2" 19-1/2" 23-1/2" PIT DEPTH Front DID ' 20" 20" 24" 20" 20" 24° 20" 20" 24" CURB Front/Rear DIM. "E" 80" 80" 80" 86" 86" 86° 91" 91" 91" CURB ANGLE Side DIM ' 60" 84" 108" 60" 84" 108" 60" 84" 108" CURB Bumper DIM .ANGLE „G„ 21" 21" 21" 21" 21" 21° 21" 21" 21" CURB ANGLE Bumper DIM. „H„ 17" 17" 21" 17" 17" 21" 17" I 17" 21" NOTE: See Kelley Draw ng No. 10-740 for Cantilever Pit Detail. �J See Kelley Product Manual for Wiring Diagrams. 3 5563 R4 JULY 2010 N z 0 to II Ale W 0 IMOD W • AIR SUPERIORITY. ONLY PROM KELLEY. FILE COPY Permit No. Design Highlights • Patented SafeTFrameTM Design • Patented airDefense® Stump -Out & Freefall Protection System with 60,000 lbs. (27,215 kg) Structural Dock Level Support Legs • Lug Style Lip Hinge & LambdaTM Beam Structure • EZ-CleanTM Pit Kit • High Volume, Low Pressure Lifting System • Low Maintenance Design • Exclusive GRAVITY LIPTM • Automatic Lip Extension • Lifetime Lip Hinge Warranty • NEMA 4X Non -Metallic Push-button Control C) Panel (Non -Interlock Capable) 120V Single Phase Operation p, • Full Operating Range Toe Gu • Below -dock Endloading Capa • 16" Lip Standard (406 mm) • Fixed Rear Hinge - No Pinch • Integral Maintenance Strut Latch Ayailable Options Brush Weatherseal ❑ Spacer Kit for Existing & Sloped Pits ❑ ENERGY GUARD® Perimeter Weatherseal System I '18" Lip (457 mm) ❑ 20" Lip (508 mm) ❑ 240V Single Phase ❑ Non -Metallic Control Panel (Interlock Capable) ❑ 24" Pit Conversion (610 mm) ❑ Spray Foam Insulated Deck ❑ Abrasive Surface ❑ Spray Metalize (Deck, Lip & Subframe Only) ❑ Special Paint Color ❑ Lip Taper REVIEWS CODE COMP mpt e ds APPROVED forme ility oints r3U IN• JAN 06 2015 • Heavy-duty B410-14F Dock Bumpers • Reduced Lip Crown/ Extended Lip Chamfer Tuk NG Div Project Information Job Name /&1469�:.f rP6c_Lf6ve '- Address 17000 Sly: Ieet ,- / r-%scr,<e General Contractor j JW f f S Distributor /C/l'i--S Model q I 7x Quantity �- Certified For Construction • By /4, & �Svn Company %' l4 647-- Address i(DO SW S kp.47/) Date f �-�r levele pre -fo pour-i enclo six -pi anchr the fl: ither SION s r r Ian: Ilation without pre- concrete pits, dock upplied with integral ed steel pan for place construction. Dock leveler shall be in an ed steel pan structure complete with its own e welded structural curb angles and concrete s. The dock leveler is to be concreted in place as or is poured. rown (specify) r- Capacity O 30K Ib 35K Ib 0 40K Ib 0 45K Ib 0 50K Ib (13.6K kg) (15.8K kg) (18K kg) (20.4K kg) (22.7K kg) ea Pan Option Accessories ❑ STAR® Vehicle Restraint ❑ HIDDEN HOOKTM Recessed Restraint ❑ MANUAL SURFACE CHOCK Wheel Restraint ❑ SURFACE CHOCKTM Wheel Restraint ❑ AUTO CHOCK® Wheel Restraint ❑ Master or Combo Control Panel RECEIVED Bumper Options CITY OF TVKWI OB410-14 0 VB420-11F O B610-14 0 VB420-11 StaractcB 2014 O B610-14F 0 Other PERMIT CENTEt 1612 Hutton Drive, Suite 140 . Carrollton, TX 75006, USA . Tel: 800-558-6960 . Fax: 972-389-4766 . Email: sales@kelleycompany.com . www.kelleycompany.com A continuing research program is in effect at Kelley. We reserve the right to incorporate product improvement at any time without prior notice. © 20114Front Engineered Solutions, Inc. Form#: KPS-DAFX-0511 - A AIR SUPERIORITY. ONLY FROM KELLEY. 1. General: Kelley's "aFX" airForce Technology dock leveler with airDefense• system to be complete package, including motor housing assembly, full operating range toe guards, integral support struts for deck and lip lock. Units available in 30,000 - 50,000 lbs. (13,607 - 22,679 kg) capacities. Unit conforms to ANSI MH14.1-1987 performance requirements. Unit to be manufactured by Kelley. 2. Construction, Platform Assembly: Platform to be constructed of unitized, robotically welded high tensile steel safety tread deck plate. Exclusive Lambda deck beams optimize twist resistance and stress distribution. Deck to be 1/4" (6 mm) thick on 30K-35K Ib. (13.6K-15.8K kg), and 5/16" (8 mm) thick on 40K-50K Ib. (18K-22.7K kg) capacities. C aFX7X8 7' (2.13 m) 8' (2.44 m )) 3. Lip Assembly:Lipto be 5i8" (16 mm) thick on 30K-35K Ib. (13.6K-15.8K kg) aFX6X10 6' (1.83 m) 10' (3.05 m) capacities, and /16" (17 mm) on 40K-50K Ib. (18K-22.7K kg) capacities. Self- cleaning lug -style Hp hinge comes standard with heavy lugs welded directly to each aFX6.5X10 6'6" (2.01 m) 10' (3.05 m) beam and lip assembly. Comes standard with a rated lifetime lip hinge warranty. All aFX7X10 7' (2.13 m) 10' (3.05 m) units to be 16" (406 mm) high tensile steel safety tread Hp plate with chamfered leading edge. Lip rod to be a minimum of 1" (25 mm) solid steel on all capacities. 4. Lip Extension: GRAVITY LIPTM Automatic Lip Extension ensures proper lip extension with descent of dock leveler into trailer. 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 3A" (19 mm) thick lugs allowing 4 inches (100 mm) of side to side deck twist. 6. SafeTFtameT"': Adjustable front and rear leveling system eliminates the need for installer to place and weld steel shim stock under the vertical uprights. System provides more consistent installation and prevents a gap or "bump" between the rear transition angle and curb angle. The rear SafeTFrame system consists of four heavy-duty vertical uprights at the rear of the leveler, each with an adjustable 3"x3" (76mm x 76mm) pad that sits on the pit floor. Front SafeTFrame system includes an adjustment point on each front support pedestal accessed through the open Hp hinge area. Both front pedestals and rear supports can be micro -adjusted independently through a 1 lk" (38 mm) range using a 1" (12.5 mm) socket, compensating for even the worst pit conditions. 7. Power Unit: Power unit is an electric motor and blower. NOMINAL DIMENSIONS MODEL WIDTH LENGTH aFX6X6 aFX6.5X6 aFX7X6 aFX6X8 6' (1.83 m) 6'6" (2.01 m) 7' (2.13 m) 6' (1.83 m) aFX6.5X8 6'6" (2.01 m) 8. Electrical: Fan motor is 120V single phase. Air bag and fan motor assembly are mounted to galvanized pan subassembly. 240V single phase is available, consult factory. 9. Pit Cleaning System: All Kelley dock levelers are built with an open frame design to provide easy access to the pit floor for routine cleaning and scheduled maintenance. The standard EZ.CIeanTTM Pit Kit eliminates the need for any additional tools for complete access to the concrete floor or access to the fan motor. 6' (1.83 m) 6' (1.83 m) 6' (1.83 m) 8' (2.44 m) 8'(2.44m) Front SafeTFramen^ Pedestal 10. Control Panel: (Non -Interlock Capable), non-metallic, single push-button control panel. (Optional Interlock capable box available) 11. Product Finish: Enamel green finish. 12. Safety Legs: airDefense sensor rollers ride along reinforced cams, providing fluid free float motion to eliminate stump -out while also providing a measure of freefall protection in the event of premature trailer separation. High -efficiency 60,000 lbs. (27,225 kg) structural dock level support legs. Drop -tested to the full rated capacity of the dock leveler. 13. Below -dock Control (Endloading): Kelley's airDefense system allows for lowering of leveler without Standard Push -Button extending lip. Control Panel 14. Toe Guard Protection: Full operating range toe guards with two galvanized sliding guards (yellow OSHA required markings per ANSI/Z535.1) provided on the sides of the dock leveler. 15. Integral Support Strut: Integral support strut keeps ramp raised during routine maintenance and pit cleaning. 16. Integral Lip Lock: Lip lock keeps lip raised for routine maintenance and cleaning. 17. Float Compensation: Allows for vertical carrier deflection when lip is in contact with truck bed. 18. Operation: Kelley's "aFX" Dock leveler rises when push-button is pushed and held. GRAVITY LIPTM automatically extends as deck section descends into trailer bed. After loading or unloading is complete dock attendant pushes button to activate air system and raise dock leveler. GRAVITY LIPTM moves pendant and dock leveler is stored. In stored position, dock leveler is fully supported by dock level support legs. Ramp may be lowered to fully supported below dock level position without extending lip, to service low trucks in end load situations. 19. 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 and 24" (610 mm) for 10' (3.05) long units. Pit construction to be in accordance with certified Kelley pit detail drawings. Contact Kelley for current cost and nearest distributor. 20. Limited Warranty: Limited lifetime (rated) lip hinge warranty. Limited 5-year parts & labor warranty on lifting system (bag, motor, hoses, gaskets, fittings, & seals). Limited 1-year parts and labor warranty on remaining components. Limited 10-year structural warranty available upon engineering approval of written application. 21. Bumpers: Unit to include two heavy-duty dock bumpers model B410-14F (4" Thick (100 mm) x 14" W (356 mm) x 10" H (254 mm). 1612 Hutton Drive, Suite 140 - Carrollton, TX 75006, USA . Tel: 800-558-6960 Fax: 972-389-4766 - Email: sales@kelleycompany.com . www.kelleycompanycom A continuing research program is in effect at Kelley. We reserve the right to incorporate product improvement at any time without prior notice. © 2011 4Front Engineered Solutions, Inc. Form#: KPS-DAFX-0511 City of Tukwila Department of Community Development 7/1/2015 MIKE SORENSON 1100SW7THST RENTON, WA 98057 RE: Permit No. D14-0390 MACY'S 17000 SOUTHCENTER PKWY Dear Permit Holder: Jim Haggerton, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 8/12/2015. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- . 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 8/12/2015, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: D14-0390 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 'ERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D14-0390 PROJECT NAME: MACY'S DATE: 12/18/14 SITE ADDRESS: 17000 SOUTHCENTER PKWY X Original Plan Submittal Revision # Response to Correction Letter # Revision # before Permit Issued after Permit Issued DEPARTMENTS: k--(0-15 Building Division 1111 Public Works Fire Prevention Structural Planning Division Permit Coordinator n PRELIMINARY REVIEW: Not Applicable n (no approval/review required) REVIEWER'S INITIALS: DATE: 12/23/14 Structural Review Required DATE: n APPROVALS OR CORRECTIONS: Approved n Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 01/20/15 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 I' Page 1 of 2 ashiington 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 1100SW7THST 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 Active. Meets current requirements. License specialties GENERAL License no. NORTHWH275JF Effective — expiration 04/06/1973-10/09/2015 Bond TRAVS Bond account no. 81 S103354822BCM $12,000.00 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 https://secure.lni.wa.gov/verify/Detail.aspx?UBI=600051641 &LIC=NORTHWH275JF&SAW= 01/16/2015 2014 Google PLAN VIEW SCALE: 1/8" = 1'-0" SEP;AP:ATE PERMIT REQUIRED FOR: l ' 1eahanical Electrical plumbing Piping Ctl [VISION INo chances shall be mo tade the scope i of 1*.n:-1/4 without prior approval of Th'e,-.;;a Building Division. '' lie r :ay:s:on3 will require a new plan submittal cnc1 may include additional plan review fees. 1 REVISIONS FILE COPY Permit Nob I 1+a 390 Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize tho violation of any adopted code or ordinance. Receipt of approvod Field Copy and conditions is acknowledged: By: Date: 0 N City of Tukwila BUILDING DIVISION ,I REVIEWED FOR CODE COMPLIANCE APPROVED JAN 0 6 2015 A-S City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 1 8 2014 PERMIT CENTER SHEET NUMBER ] J F— n U W DRAWING NUMBER