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HomeMy WebLinkAboutPermit D09-266 - LA PIANTA LLC - CONTINENTAL MILLS - RETROFITCONTINENTAL MILLS 6155 SEGALE PARK DR C D09 -266 Parcel No.: 3523049018 Address: 6155 SEGALE PARK DR C TUKW Suite No: City of Tukwila Tenant: Name: CONTINENTAL MILLS Address: 6155 SEGALE PARK DR C , TUKWILA WA Owner: Name: LA PIANTA LLC Address: PO BOX 88028 , TUKWILA WA 98138 Phone: Contact Person: Name: STEVE NELSON Address: PO BOX 88028 , TUKWILA WA 98138 Phone: 206 -575 -2000 Contractor: Name: LA PIANTA LLC Address: PO BOX 88028 , TUKWILA WA 98138 Phone: 206 -575 -2000 Contractor License No: LAPIAL *008J8 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.ci.tukwila.wa.us DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D09 -266 Issue Date: 01/04/2010 Permit Expires On: 07/03/2010 Expiration Date: 04/01/2010 DESCRIPTION OF WORK: RETROFIT EXISTING DOCKLEVELER PITS AT ELEVEN LOCATIONS FOR NEW RECESSED TRUCK RESTRAINTS Value of Construction: $70,488.00 Fees Collected: $1,848.54 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: III-B Occupancy per IBC: 0024 doc: IBC -10/06 D09 -266 Printed: 01 -04 -2010 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City *Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.ci.tukwila.wa.us • Permit Number: D09 -266 Issue Date: 01/04/2010 Permit Expires On: 07/03/2010 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: I hereby certify that I have read and governing this work will be complie doc: IBC -10/06 Date: 01 i � / I 0 ed this permit and know the same to be true and correct. All provisions of law and ordinances whether specified herein or not. The granting of this permit does not pr- - . e 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. e Date: i 4 L /o Signature: Print Name: (ST et.. kc=/ This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D09 -266 Printed: 01 -04 -2010 Parcel No.: 3523049018 Address: Suite No: Tenant: CONTINENTAL MILLS 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 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 6155 SEGALE PARK DR C TUKW PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D09 -266 ISSUED 12/18/2009 01/04/2010 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: The special inspections and verifications for concrete construction shall be required. 5: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 6: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 7: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 8: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 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. doc: Cond -10/06 * *continued on next page ** D09 -266 Printed: 01 -04 -2010 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and 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 provision of any other work construction or the performance of work. Signature: Print Name: doc: Cond -10/06 eue • 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 D09 -266 Date: �d ordinances governing or local laws regulating Printed: 01 -04 -2010 • CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htrp:; ii,nem. ci. lino Lila. wa. us Site Address: 6155 Segale Park Drive C Tenant Name: Continental Mills Property Owners Name: Segale Properties Mailing Address: PO Box.88028 Name: Steve Nelson Mailing Address: PO Box 88028 E -Mail Address: snelson @segaleproperties.com Company Name: La Pianta LLC Mailing Address: PO Box 88028 Contact Person: Steve Nelson E -Mail Address: snelson @segaleproperties.com Contractor Registration Number: LAPIAL*008J8 Lance Mueller & Associates Contact Person: Harold Christensen E -Mail Address: haroldc @Imueller.com Company Name: Engineers Northwest Mailing Address: 6869 Woodlawn Ave NE Suite 205 Contact Person: Dale Kaemingk E -Mail Address: dalek @enwseattle.com H:\Applications \Forms - Applications On Line\2009 Applications \I -2009 - Permit Application.doc Revised: 1 -2009 bh • Building Permit No. Y -...t' SO Mechanical Permit No. Plumbing /Gas Permit No. Public Works Permit No. Project No. (For office use only) 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 King Co Assessor's Tax No.: 352304 9115 Suite Number: Floor: New Tenant: ❑ Yes ..No Tukwila City CONTACT PERSON — who do we contact when your permit is ready to be issued Day Telephone: (206) 575 -2000 Tukwila WA 98138 City State Fax Number: (206) 575 -1662 GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Tukwila City State Day Telephone: (206) 575 -2000 Fax Number: (206) 575 -1662 Expiration Date: 04/01/1010 ARCHITECT OF RECORD — All plans must be wet stamped by Architect of Record Company Name: Mailing Address: 130 Lakeside Suite 250 Seattle WA 98122 City State Zip Day Telephone: (206) 325 -2553 Fax Number: (206) 328 -0554 ENGINEER OF RECORD — All plans must be wet stamped by Engineer of Record Seattle WA 98138 Zip State City State Day Telephone: (206) 525 -7560 Fax Number: (206) 522 -6698 Zip WA 98138 Zip WA 98115 Zip Page 1 of 6 • BUILDING PERMIT INFORMATION - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ 70,488 Existing Building Valuation: $ 4,718,700 Scope of Work (please provide detailed information): Retrofit existing dockleveler pits at eleven locations for new recessed truck restraints. Will there be new rack storage? ❑ Yes • m.. 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: 200 Compact: Handicap: 6 Will there be a change in use? ❑ Yes m No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: m Sprinklers ® Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? El Yes m No If'yes ', attach list of materials and storage locations on a separate 8-1/2" x II " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forrms- Applications On Line \2009 Applications \1 -2009 - Permit Application.doc Revised: 1 -2009 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1s Floor 312,205 218,773 0 0 III -B B, S -1 .. 2 Floor 3r Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck • BUILDING PERMIT INFORMATION - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ 70,488 Existing Building Valuation: $ 4,718,700 Scope of Work (please provide detailed information): Retrofit existing dockleveler pits at eleven locations for new recessed truck restraints. Will there be new rack storage? ❑ Yes • m.. 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: 200 Compact: Handicap: 6 Will there be a change in use? ❑ Yes m No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: m Sprinklers ® Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? El Yes m No If'yes ', attach list of materials and storage locations on a separate 8-1/2" x II " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forrms- Applications On Line \2009 Applications \1 -2009 - Permit Application.doc Revised: 1 -2009 bh Page 2 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application 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. Building and Mechanical Permit 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). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing 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 OR AUTHO Signature Print Name: Steven R. Nelson Mailing Address: PO Box 88028 Date Application Expires: tp Date Application Accepted: H:\Applications \Forms - Applications On Line \2009 Applications \1 -2009 - Permit Application doe Revised. 1 -2009 bb Day Telephone: (206) 575 -2000 Tukwila City Date: 12/11/2009 WA 98138 State Staff Initials: Zip uk I Page 6 of 6 Parcel No.: 3523049018 Permit Number: D09 -266 Address: 6155 SEGALE PARK DR C TUKW Status: PENDING Suite No: Applied Date: 12/18/2009 Applicant: CONTINENTAL MILLS Issue Date: Receipt No.: R09 -02022 Initials: User ID: Payee: WER 1655 SEGALE PROPERTIES • 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 TRANSACTION LIST: Type Method Descriptio Amount Payment Check 60593 1,848.54 Authorization No. ACCOUNT ITEM LIST: Description BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE RECEIPT Payment Amount: $1,848.54 Account Code Current Pmts 000.322.100 000.345.830 640.237.114 Total: $1,848.54 Payment Date: 12/18/2009 11:50 AM Balance: $0.00 1,117.60 726.44 4.50 PVMENT RECEIVED doc: Receiot -06 Printed: 12 -18 -2009 Project: ,____ , I j , 60^-7-0 1� . i ( _ Type of Inspection: , F IAask B O•' (J" 4 G Address - � S(& Lit. P f ( Sate Called: Special Instructions: 0 3 1 t 'S - J( / el c 9 `.% K- {V, /� f u P'�• Date Wanted: 3 -14 'I 3 P.m. Requester: Phone N U6-316 " -4i 3 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 -367 E t i Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: ; R)46 Ins P Insdector: ig\ Date -IA $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: 9CTT1_ is `ham s ems` s e cr , tk b � E; 1 Jte� (v v AA Al e._n el ( A - 1 - - - '. Arve bo -I t;" ."--,1 , Date Wanted: Z _ I 0 � ......q:1,11. . Requester: Phone No: Zo (A - 356 —P741 Pro j t: ems -(' I J Type of Inspection: 5�e_4..`.44 ,e-,0 A crU Ad ress:.,� t St GA( E. piir{ D ate Call d: Special Instructions: 03 �ri4 - 0 I P° Date Wanted: Z _ I 0 � ......q:1,11. . Requester: Phone No: Zo (A - 356 —P741 7 -- 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 0 Approved per applicable codes. El Corrections required prior to approval. Insbector: Date:0 El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: COMMENTS: l G-A„ c J'e.' t- _ 0, t -' 1-4 -'-V,c___ 6.0A e. J- e... rTh-a to --,AJ' P..__...,1 / ep r eef c 5 Sf l ri v &'-t Sp e z1 , 1 ----/A --sj)--e-ci . /\ A 6 eA c.--- e I ✓.t i( `1 - e — Date Wanted: 2 —' s 1 \ e �_( t `.� i-,' -..0 e p,, 0, 1,--' v i ( A.: � 1 �.4 , . r )'1.41 Phone .,. - 3 1 !� Project: r� �1` 44 t t t.9 Type o f� s c n: 6.0A e. J- e... A dress: (a {SS Se c ALL P /vk Date Call ,- Special nstructions: C.� © 3 g44 1 _ D l 1 Date Wanted: 2 —' a.m. . (0 �— p.m. Requester: )'1.41 Phone .,. - 3 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 ❑ Approved per applicable codes. InspeEtor: Date: Zvi -2 (0( orrections required prior to approval. ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: V FILE COPY ADlvtslan of Sysrems Irlt PowerHook Vehicle Restraint POWER/IMP Specification Sheet and Submittal Premium Loading Doc $ o Typical Dock Height 16 IT • CAUTION • PULL IN OR OUT ON GREEN ONLY • VIOITUAD • JJUR HO VII VIO TUO V133RD YJVIO STANDARD FEATURES FOR THE POWERHOOK VEHICLE REST • Push Button Activation • Full Recessed Design - For Unobtrusive Access • Positive Restraining Force To Minimize "Trailer Creep" • Restraining Force In Excess of 35,000 lbs • PLC Solid State Controls • Exterior Strobe Emphasizer POWERAMP a Division of Systems, Inc. a W194 N11481 McCormick Dr. a Germantown, WI 53022 800.643.5424 u fax: 262.255.4199 a www.DockSystemslnc.com D69 - 2.66 • Amber Light - Caution In • AutoRestore • Diagnostic - Fault Indicat • Keyed Override • Interlock Terminals • 5 Year Structural Warrant • 5 Year Hydraulic Warrant NTREVIEWED FOR 044 E COMPLIANCE APPROVED r Li 2 8 2009 City of Tukwila BUILDING DIvicinN RECEWE DEC 18 2009 PERMIT CENTEF 4' 28' CONTROL BOX 20'H X 12"W X 8 TYPICAL KM Ira YA7 WIT Ell OEM EWIILI 10611 FEW El EUER THREE (3) 3/4' ELECTRICAL CONDUITS FROM THE CONTROL BOX TO THE ELECTRICAL PR JUNCTION BOXES ONE CONDUIT TO THE LEVELER PIT J BOX. TWO COMM TO THE RESTRAINT J BOX BY OTHERS. P 87' SECTION "A -A" SS' OONauF FROM THE CONTROL BOX TO OUTSIDE SIGNAL UGHT ASSEMBLY OUTSIDE SIGNAL LIGHT ASSEMBLY 12'H X 1319 LAMINATED BUMPERS DOOR OPENING BILL OF MATERIALS (BY OTHERS) CONSILT POI ERWP FOR RECTROINCIATIONS waft= PIT STEEL CONSTRUCTION) ITEM 1 2 3 4 5 CITY 1 2 2 1 PART NO. 7953-0019 7953 -0094 7953 -0030 7953-0091 9225 -0232 14' 6'X6' ELEC. JUNCTION BOX AT THE PR. BY OTHERS. PART NAME REAR ANGLE SIDE ANGLE FRONT ANGLE BUMPER MOUNTING PLATE K55 FOWE8100K PAN 96' NOTE 1 2 3 WOVE ll ammo uu m: eWr RUM *r SIZE 1/4 X 3 X 3 X 80 14X303084 1/403X3029 1/4 x 12 X 3 X 16 DESCRIPTION HATCHED AREA INDICATES SPACE TO BE EXCAVATED FOR PLA IEIT OF K55 PAN. POSITION K55 PAN FLUSH WITH COCK FACE POUR CONCRETE AROUND PAN AND BLEND PIT FLOOR TO EDGE OF PAN. POWERPAC IS MOUNTED IN THE K55 PAN. • Y O T H N a, a, I N Q• ) to rarno 00 ON aIIPmrn 1 PIT DETAIL — KS5 —SC — 'X' PAN 48' DOCK — 20' PIT — 68 DOCKLEVELER MATERIAL I DRAWN BY ARS DATE 11/11/021 060 DRAWING NO. X55- SC- X- 68- 48 -20PD A Division of Systems, Inc. POWERAMP PowerHook Vehicle Restraint 'Premium Loading Dock Esrmi Specification Sheet and Submittal GENERAL DESCRIPTION: All Poweramp° Power Hook' vehicle restraints are designed to secure a cargo trailer's rear impact guard (RIG) to reduce the likelihood of premature trailer separation during the loading /unloading process. The exclusive PowerHook vehicle restraint features a completely hydraulic restraint mechanism, inside control panel, exterior communication lights and instructional signs. CONSTRUCTION: The PowerHook restraint system is installed in a box form for permanent placement in a concrete pit or installed as a component of a dock leveler's free - standing frame. The PowerHook remains protected behind the pit wall until activation. Once activated, the PowerHook seeks a RIG and exerts positive pressure which virtually eliminates "trailer creep ", securing the trailer with over 35,000 lbs. of pullout force. OPERATION: As a trailer backs into position, the exterior light is green and the interior light is red. Once the trailer is positioned against the dock bumpers, the operator depresses the "Engage" button. The interior light is amber and the exterior light is red while the restraint is in motion. An exterior strobe light indicator provides additional emphasis to driver during activation, pull -out and by -pass operation. The PowerHook lowers, extends, then seeks out the RIG. Once the trailer is secured the inside light will display green and the outside light will display red. The PowerHook floats freely vertically while the trailer is being loaded /unloaded while providing positive engagement for horizontal forces. After the loading is complete, the operator depresses the °Release' button. When the trailer is released and the restraint is safely stored the interior light changes to red while the exterior light changes to green. If the PowerHook is unable to secure the trailer's RIG, the restraint automatically stores itself and an amber caution light accompanies the red interior light, indicating an unsafe condition exists. After thirty seconds, the system resets itself automatically. If "By -Pass" of the system is necessary, it is recommended that you secure the trailer by other means before proceeding with the loading /unloading process. In "By -Pass" mode the exterior light is red and a strobe light draws attention to indicate to the driver to remain at the dock area. The interior caution indicator light accompanies the green light indicating to the dock attendant that a caution situation is present. Manual reset of the "By- Pass" is accomplished by depressing the "Release" button. HYDRAULICS: The PowerHook is a hydraulically actuated restraint with a programmable electronic controller and DockAlertT" communication system. The PowerHook vehicle restraint seeks, finds and maintains a tight, continuous hold on the RIG of truck throughout loading and unloading operations. It is programmed to operate both vertically and horizontally to eliminate any gap between the hook and the RIG, virtually eliminating "trailer creep ". As an optional safety feature, the dock leveler and the vehicle restraint can be interlocked, preventing operation of the dock leveler until the hook engages the RIG. HOOKING RANGE AND CAPACITY: The PowerHook restraint system is designed to withstand a pulling force in excess of 35,000 lbs. giving a added margin of safety and protection. Maximum operational range is 1" to 15" horizontally and 7' minimum to 34" maximum vertically. Extended ranges are available for special applications. EXTERIOR LIGHTS: Low profile, traffic style, red, green and strobe lights are standard for communication to truck driver. A set of caution signs warns truck driver to "Back In or Pull Out On Green Light Only ". ELECTRICAL: The PowerHook vehicle restraint is available as a stand alone unit or combined electrically and hydraulically with your dock leveler selection. Hydraulic pump and motor is either 1 i5 HP TENV at 120v or 208v single phase or 208v, 230v, 460v or 575v three phase. Electrical control panel is NEMA 4/12 enclosure All electrical control panel components, connections and wiring are UL listed/ recognized. Please Note: Unless specifically noted on quotation, all electrical requirements, including mounting of control box, outside lights and signs, are the respon- sibility of others. 20" POWERAMP • Division of Systems, Inc. • W194 N11481 McCormick Dr. • Germantown, WI 53022 800.643.5424 • fax: 262.255.4199 • www.DockSystemslnc.com Integrated Panel Shown i reaV IMMIne Lr .r1C [1 6781Vg . a¢c.ccmjere¢.∎ ® " w • 1 12" INSTALLATION: Requires mounting of locking unit, control panel, exterior lights and signs in strict accordance with Poweramp installation instructions. Mechanical installation is recommended to be performed only by authorized Poweramp Representative. WARRANTY: All PowerHook vehicle restraints feature a full two (2) year base warranty on all structural, hydraulic and electrical parts, including freight and labor charges in accordance with Systems, Inc's Standard Warranty Policy. Structural and hydraulic components carry an additional full three (3) year extended warranty with parts and labor. Systems, Inc. warrants all components to be free of defects in materials and workmanship, under normal use. during the warranty period. This base warranty period begins upon the completion of installation or the sixtieth (60th) day after shipment, whichever is earlier. A continuing product improvement process is in effect at Systems, Inc. We reserve the right to make product changes without prior notice. • • PE PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D09 -266 DATE: 12 -18 -09 PROJECT NAME: CONTINENTAL MILLS SITE ADDRESS: 6155 SEGALE PARK DR C X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DART I -W C S. k Division n W N q' 14-°1 Ilc o s Complete Documents /routing slip.doc 2 -28 -02 APPROVALS OR CORRECTIONS: AM NSA- Fire Prevention Structural Incomplete n 6t1 A.? /4 1a- "0 Planning Division Permit Coordinator is DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12-22 -09 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Er Structural Review Required ❑ No further Review Required n REVIEWER'S INITIALS: DATE: DUE DATE: 01 -19-10 Approved n Approved with Conditions n Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status LAPIALP055MZ LA PIANTA LIMITED PARTNERSHIP CONSTRUCTION CONTRACTOR GENERAL UNUSED 7/9/1995 4/1/2001 ARCHIVED SEGALBP151M5 SEGALE BUSINESS PARK CONSTRUCTION CONTRACTOR GENERAL UNUSED 7/25/19857/9/1995 ARCHIVED Name Role Effective Date Expiration Date SEGALE, MARIO A AGENT 01/01/1980 Bond Amount SEGALE, MARIO A PARTNER /MEMBER 01/01/1980 6115146 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 2 SAFECO INS CO OF AM 6115146 04/01/2002 Until Cancelled $12,000.00 03/28/2002 Untitled Page Other Associated Licenses Business Owner Information Bond Information a General /Specialty Contractor A business registered as a construction contractor with L£aI to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County Business Type Parent Company LA PIANTA LLC 2065752000 PO BOX 88028 TUKWILA WA 981382028 KING Limited Liability Company UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Specialty 1 Specialty 2 602023533 ACTIVE LAPIAL`008J8 CONSTRUCTION CONTRACTOR 4/28/2000 4/1/2010 GENERAL UNUSED https: // fortress .wa.gov /lni/bbip/Detail.aspx Page 1 of 2 01/04/2010 SITE PLAN Scale: 1"=50'-0" SEGALE PROPERTIES ZONING: PROPERTY APPLICANT: ARCHITECT: CODES USED: EXISTING CONSTRUCTION TYPE: SITE AREA OCCUPANCY TYPE: ALLOWABLE AREA CALC: BUILDING AREA: BUILDING 981 (EXISTING) TOTAL EXISTINC PARKINp- AREK W' LANDSCAPING SEGALE PROPERTIES 5811 SEGALE PARK DRIVE C TUKWILA, WA 98188 (206) 575 -2000 FAX (206) 575-1837 CONTACT: STEVE NELSON EMAIL: SNELSON @SEGALEPROPERTIES.COM LANCE MUELLER & ASSOCIATES, SUITE 250 130 LAKESIDE AVE SEATTLE, WA 98122 (206) 325 -2553 FAX (206) 328 -0554 CONTACT: HAROLD CHRISTENSEN EMAIL: HAROLDC @LMUELLER.COM FIRE HYDRANT (FH) STRUCTURAL APPLICANT: GENERAL CONTRACTOR: SEGALE PARK DRIVE C LA PIANTA P.O. BOX 88028 TUKWILA, WA 98188 (206) 575 -2000 ENGINEERS NORTHWEST 6869 WOODLAWN AVE. N.E. SEATTLE, WA 98022 (206) 525 -7560 FAX (206) 522 -6698 CONTACT: DALE KAEMINGK EMAIL: DALEK @ENWSEATTLE.COM GALE OPERTIES V-N FIRE SPRINKLED 16.45 ACRES B, 'S -1, F -1 1997 U.B.C. CITY OF TUKWILA ZONING CODE 312,205 S.F. 312,205 S.F. UNLIMITED AREA PER I.B.C. SECTION 507.2 (BUILDINGS SPRINKLED AND SURROUNDED ENTIRELY BY 60' PUBLIC WAYS OR YARDS) CODE OCCUPANCY GROUP: CONSTRUCTION TYPE: \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \\ , \ \ \ \\ -GREEN 2006 I.B.C., LF.C., LM.C., I.P.C. AND ICC /ANSI A117.1 B, -f III —B FH - EXISTING PARKING AREA W/ LANDSCAPING LEGAL DESCRIPTION PROJECT DECSRIPTION SOLID RECTANGLES (1 1 TOTAL) REPRESENT CONSTRUCTION PREMISE AND WORK AREAS THIS PERMIT TAX ACCOUNT NUMBER: 352304911501 SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. RETROFIT EXISTING DOCK LEVELER PITS FOR NEW RECESSED TRUCK RESTRAINTS PER PLANS. TOTAL OF (11) LOCATION AT CONTINENTAL MILLS. PARCEL E OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO. L02 -029, AS RECORDED UNDER RECORDING NO. 20021007900001, RECORDS OF KING COUNTY; INDEX OF DRAWINGS ARCHITECTURAL TA1.0 STRUCTURAL S1.0 S1.1 GENERAL NOTES & FOUNDATION SECTIONS PARTIAL FOUNDATION PLAN FILE COPY SITE PLAN / COVER SHEET Permit No. ® • 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 Field Copy and k • ons is acknowledged: By A -/o PLAN north REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 8 2009 L City of Tukwila BUILDING DIVISION Fd; PARKING PROVIDED: FULL SIZE ACCESSIBLE TOTAL 200 STALLS 6 STALLS 206 STALLS north VICINITY MAP REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submitta . and may include additional plan review fees. 0 9.- 2. k4) RECEIVED DEC 1 .2009 PERMIT CENTER , !7 \N" - 4 ./` ��� - TRENCH CONFIGURATION BY OTHERS #4 NOSE BAR. PIT DIMENSION SECTION EXIST. PIT WALL. I EXIST. 6" PIT I CONC. SLAB. PNELAS w /MFR. PARTIAL TYPICAL LOADING DOCK PLAN 1" = 1' -0" NOTES:- 4 1.) VERIFY LOCATIONS PER ARCH. 2.) VERIFY ALL EXISTING DIMENSIONS & CONDITIONS. NOTIFY ENW IF EXISTING CONDITIONS ARE NOT AS SHOWN ON PLANS & SECTIONS. TYPICAL LOADING DOCK PER MFR. --REMOVE EXIST. CONCRETE. LEAVE EXIST. REBAR FOR _I ( - COUPLER, TYP. EQ _ EQ li lll� � T1=1 o o v - 2 - 15 z -Iv HOLD 12 "CL 4" TYP. SECTION A -1 THIS REBAR REBAR IS IN ADDITION TO REBAR SPECIFIED BY MFR. REBAR PER MFR NOT SHOWN. ■ BAR LOCK, COUPLER, TYP. - #5 PER MFR EXIST. CONDUIT DO NOT CUT. III" ' 111 -1 I I- 4 - #5 w /HILTI HY -150 EMBED 5" MIN w /SPCL INSP. EA SIDE OF TRENCH. EXIST. 6" PIT SLAB BAR LOCK COUPLER 3. DESIGN LOADS a Seismic I.F, _ INC I.S. K L.W. M.B.S. M.R.S. M.O. GENERAL NOTE THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE - ASTM'S NOTED ARE TO BE LATEST EDITION 1. DESCRIPTION Building Name & Site Location - Building 981 Tukwila, Washington 2. DESIGN CODE AND STANDARDS Applicable Code (Edition /Name) - 2006 International Building Code (IBC) Code supplement & Date ASCE 7 -05 Ss = 1.268, S1 =:0.43, Ie = 1.0, Site Class "D" and Seismic Design Category = "D ". SDS = 0.845, SD1 = 0.45. b. Wind Load Basic wind speed (3 sec.gust) = 85 (mph) Exposure B Importance factor Iw = 1.0. OSHA STANDARDS THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PROVISIONS OF THE CURRENT OSHA STANDARDS. THE GENERAL CONTRACTOR SHALL REVIEW THESE STRUCTURAL DRAWINGS FOR ANY NONCOMPLIANCE WITH OSHA STANDARDS, TAKING INTO ACCOUNT THE GENERAL CONTRACTOR'S MEANS AND METHODS. THE GENERAL CONTRACTOR SHALL INFORM ENW OF ANY NONCOMPLIANCE SO THE DRAWINGS MAY BE MODIFIED FOR COMPLIANCE PRIOR TO CONSTRUCTION. THE GENERAL CONTRACTOR IS TOTALLY RESPONSIBLE FOR MEANS AND METHODS AS WELL AS JOBSITE SAFETY ON THIS PROJECT. CAST -IN -PLACE CONCRETE F'c = 3000 PSI FOR ALL CAST -IN -PLACE CONCRETE. CONCRETE MAY BE PROPORTIONED ON THE BASIS OF FIELD EXPERIENCE AND /OR TRIAL MIXTURES AS DESCRIBED IN CODE. SUBMIT MIX DESIGN AND DATA AS REQUIRED FOR EACH METHOD. MIXING AND PLACING OF ALL, CONCRETE AND SELECTION OF MATERIALS SHALL BE IN ACCORDANCE WITH ACI CODE 318. PROPORTION AGGREGATE TO CEMENT TO PRODUCE A DENSE WORKABLE MIX WITH 4" MAXIMUM SLUMP WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. SEE SPECIFICATIONS FOR ADMIXTURES. PROVIDE 5% + 1-1/2% TOTAL AIR CONTENT FOR CONCRETE EXPOSED TO FREEZING AND THAWING EXPOSURES. LIMIT WATER - CEMENT RATIO TO .45 AND USE TYPE V CEMENT WHERE CONCRETE IS EXPOSED TO SOIL CONTAINING WATER SOLUBLE SULFATE IN EXCESS OF .2 %. ADD NO WATER AT SITE. WATER REDUCING OR SUPERPLASTICIZING ADMIXTURES MAY BE USED TO INCREASE WORKABILITY WITHOUT INCREASING WATER - CEMENT RATIO OF DESIGN MIX SUBMITTAL. SEE SPECIFICATIONS FOR CURING. 3/4" CHAMFER ALL EXPOSED CONCRETE EDGES UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS. USE - DEFORMED CONCRETE REINFORCING STEEL CONFORMING WITH ASTM A 615, GRADE 60 (fy= 60,000 PSI). LAP CONTINUOUS REINFORCING BARS 48 BAR DIAMETERS, UNLESS NOTED OTHERWISE. PROVIDE CORNER BARS (2' -0" MIN. BEND) FOR ALL HORIZONTAL REINFORCEMENT. DETAIL STEEL IN ACCORDANCE WITH "ACI MANUAL OF STANDARD PRACTICE' OF DETAILING REINFORCED CONCRETE STRUCTURES". WELDED WIRE FABRIC (WWF) TO CONFORM WITH ASTM A 185. REINFORCING HOOKS TO COMPLY WITH STANDARD ACI HOOKS EXCEPT STIRRUPS AND TIES SHALL HAVE 135 DEGREE ACI SEISMIC HOOKS. COVER TO REINFORCEMENT: NONPRESTRESSED CAST -IN -PLACE CONCRETE (INCHES) CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3 FORMED SURFACES EXPOSED TO EARTH OR WEATHER #6 AND LARGER 2 #5 AND SMALLER 1 -1/2 NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND SLABS, WALLS, JOISTS 14 AND LARGER 1 -1/2 #11 AND SMALLER 3/4 INSPECTIONS ARE TO BE PER IBC CHAPTER 17 AND ARE TO BE BY AN INDEPENDENT TESTING LAB. REINFORCING: VERIFY THAT ALL REINFORCING IS PLACED IN ACCORDANCE WITH APPROVED PLANS. CHECK FOR REQUIRED COVER, SIZE, GRADE, AND SPACING. CONC. DRILLED IN COPY OF ICBO REPORT FOR ADHESIVE SYSTEM USED MUST BE DOWELS: AVAILABLE AT JOB SITE. VERIFY AHESIVE SYSTEM INSTALLATION IS IN ACCORDANCE WITH REPORT. ARCH. = ARCHITECT BAL. = BALANCE BTWN. = __BETWEEN B. OR BOT. = BOTTOM BLDG. = BUILDING CODE ADMINISTRATORS B.O.C.A. = BUILDING OFFICIALS BAG;; = BEARING C.M.U. = CONCRETE MASONRY UNIT COL. = COLUMN CONC. = CONCRETE C.I.P. = CAST IN PLACE CLR. = CLEAR CONT. = CONTINUOUS C.J. = CONSTRUCTION JOINT C.S.J. = CLOSURE STRIP JOINT D.S. = DRAG STRUT DWGS. = DRAWING EA. E.E. EL. OR ELEV. = E.N.W. OR ENW = E.F. _ E.J. _ EQ. _ E.S. _ E.W. _ F.O.C. _ F.O.S. _ F.O.W. _ FTG. _ GA. _ GALV. _ G.W.B. _ H. OR HORIZ. = I.C.B.O. _ CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. EACH EACH END ELEVATION ENGINEERS NORTHWEST EACH FACE EXPANSION JOINT EQUAL EACH SIDE EACH WAY FACE OF CONCRETE FACE OF STUDS FACE OF WALL FOOTING GAGE HOT DIP GALVANIZED GYPSUM WALL BOARD HORIZONTAL INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS INSIDE FACE = INCLUDING = INSIDE FACE = KIP (1000 POUNDS) = LONG WAY = METAL BUILDING SUPPLIER = METAL ROOF SUPPLIER = MASONRY OPENING N.F. N.T.S. o/c O.F. O.S. O.T.O. REINF. REM. R.O. SECT. SIM. S.J. STL. SYMM. S.W. T. T.O.B. T.O.S. T.O.F, TYP. U.B.C. U.N.O. VFY. V. OR VERT. V.F.F. V.E.F. V.I.F. V.N.F. V.O.F. w/ w/o W.H.S. FE = NEAR FACE = NOT TO SCALE ON CENTER = OUTSIDE FACE = OUTSIDE = OUT TO OUT = REINFORCING = REMAINDER = ROUGH OPENING = SECTION = SIMILAR = SHRINKAGE JOINT = STEEL = SYMMETRICAL = SHEAR WALL OR SHORT WAY = TOP = TOP OF BEAM = TOP OF STEEL TOP OF SLAB = TOP OF FOOTING OR (FRAMING) = TYPICAL AT ALL SIMILAR PLACES = UNIFORM BUILDING CODE = UNLESS NOTED OTHERWISE = VERIFY VERTICAL VERTICAL VERTICAL VERTICAL FACE VERTICAL VERTICAL OUTSIDE FACE = WITH = WITH OUT = WELD HEAD STUD = AT = CENTER LINE = PLATE FAR FACE EACH FACE INSIDE NEAR FACE REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 8 2009 RECEIVED DEC 18 2009 PERMIT CENTER PLOT AREA BORDER IPA Mil ii N N EE El II NU ME /1 01 11111 • EN ma mm am U . IN PARTIAL FOUNDATION PLAN � , LANCE MUELLER S ASSOCIATES s) ■ A R C H I T E C TS • A I A 130 LAKESIDE o SEATTLE, WA 98122 0 206 325 2553 TUKWILA, WASHINGTON for SEGALE BUSINESS PARK CONTINENTAL MILLS DOCK RESTRAINT 99024018 job no. drawn T.M. checked 08 -10 -09 date :i WAEy revision H L: \99files \99024 \99024018 \SEGALE BUILDING 981— FOUNDATION PLAN - 192- 99024018.dwg, 08- 12 -09, 4:47pm, nank, 196 m am< r z 0 II 0 o3 o 1 co M - / '2 ° IND = 0 * =3 g G) ".44 0 CD rn er, 7e. cs MI rs m 0 z r n z • - - t s 0 0 0 0 30' -0" 0) O 0 0 a) 0 0 a) 0 O 0 I 0 0) 0 0