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HomeMy WebLinkAboutPermit D17-0327 - ACURA OF SEATTLE - VEHICLE LIFTSACURA OF SEATTLE 301 BAKER BLVD EXPIRED 07/17/18 D17-0327 Parcel No: Address: Project Name: 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 0223100075 Permit Number: 301 BAKER BLVD ACURA OF SEATTLE Issue Date: Permit Expires On: D17-0327 1/18/2018 7/17/2018 Owner: Name: Address: Contact Person: Name: Address: OB FIFE PROPERTY II L L C P 0 BOX 726 , BELLEVUE, WA, 98009 SANDY CONDIOTTY 130 LAKESIDE AVE - SUITE 250 , SEATTLE, WA, 98122 Contractor: Name: EQUIPMENT SALES CO INC Address: 8828 206TH ST , SNOHOMISH, WA, 98296 License No: EQUIPSC016J8 Lender: Name: OB FIFE PROPERTY II L L C Address: P 0 BOX 726 , BELLEVUE, WA, 98009 Phone: (206) 325-2553 Phone: Expiration Date: 9/28/2018 DESCRIPTION OF WORK: INSTALL 4 EACH - 3 HIGGH VEHICLE LIFT IN SHOP. NO INTERIOR WORK NO EXTERIOR WORK Project Valuation: $50,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: IIIB Electrical Service Provided by: TUKWILA Fees Collected: $1,709.02 Occupancy per IBC: S-1 Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: Date: /t -f'2 13 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: cam. Date: 1 /if /t Print Name:. E t < 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: 5: Storage shall be maintained 2 feet or more below the ceiling in nonsprinklered areas of buildings or a minimum of 18 inches below sprinkler head deflectors in sprinklered areas of buildings. (IFC 315.3.1) 2: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 4: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems shall be done in accordance with applicable standards. (IFC 901.4) 1: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 3: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 6: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 7: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 8: ***BUILDING PERMIT CONDITIONS*** 9: 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. 10: 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. 11: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 12: Installation of high-strength bolts shall be periodically inspected in accordance with AISC specifications. 13: 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. 14: 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. 15: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 16: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 17: 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. 18: 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). 19: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 20: 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** 1400 FIRE FINAL 4027 SI -COLD -FORM WELD 4046 SI-EPDXY/EXP CONC 4028 SI-REINF STEEL -WELD 4025 SI -STEEL CONST 4004 SI -WELDING CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. b1-7-0-,)_7 Project No. Date Application Accepted: P..— %— I 7 - g Date Application Expires: (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 King Co Assessor's Tax No.: 0223100075 Site Address: 301 BAKER BLVD. TUKWILA, WA 98188 Suite Number: Tenant Name: ACURA OF SEATTLE AT SOUTHCENTER PROPERTY OWNER Name: SANDY CONDIOTTY Name: OB FIFE PROPERTY II L L C City: SEATTLE State: WA Zip: 98122 Address: P.O. BOX 726 Email: SANDYC@LMUELLER.COM Clty: BELLEVUE State: WA Zip: 98009 CONTACT PERSON — person receiving all project communication Name: SANDY CONDIOTTY Address: 130 LAKESIDE, STE 250 City: SEATTLE State: WA Zip: 98122 Phone: (206) 325-2553 Fax: (206) 328-0554 Email: SANDYC@LMUELLER.COM GENERAL CONTRACTOR INFORMATION Company Name: EQUIPMENT SALES COMPANY, 11 Address: 8828 - 206th St. S.E. City: Snohomish State: WA Zip: 98296 Phone: (425) 415-1616 Fax: (425) 415-0816 Contr Reg No.: # EQUIPSC016J8 Exp Date: 09/28/2018 Tukwila Business License No.: *WILL ADD ASAP H:\Applications.Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-1 I.docx Revised: August 2011 bh Floor: 1 New Tenant: ❑ Yes ® ..No ARCHITECT OF RECORD Company Name: LANCE MUELLER & ASSOC. Architect Name: SANDY CONDIOTTY Address: 130 LAKESIDE STE. 250 City: SEATTLE State: WA Zip: 98122 Phone: (206) 325-2553 Fax: (206) 328-0554 Email: SANDYC@LMUELLER.COM ENGINEER OF RECORD Company Name: ENGINEERS NORTHWEST Engineer Name: WILLY CHEN Address: 9725 - 3RD AVE N.E. STE 207 Clty: SEATTLE State: WA Zip: 98115 Phone: (206) 525-7560 Fax: Email: WILLYC@ENGINEERSNW.COM LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: D5 dirt 1,215 rt z LLe., Address: x 7 j4i a. City:P-,iOF State 4g"9 1 Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 50,000 Describe the scope of work (please provide detailed information): Install 4 each - 3 high vehicle lift in shop. NO INTERIOR WORK. NO EXTERIOR WORK. Will there be new rack storage? ® Yes Existing Building Valuation: $ 6,786,500 ❑.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes © No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers J Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11 "paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\ApplicationsJ'orms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-1 I.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1' Floor 81,756 0 0 III -B S-1 2"d Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes © No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers J Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11 "paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\ApplicationsJ'orms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-1 I.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet! Water District ® ...Tukwila ❑ ...Water District #I25 ❑ ... Water Availability Provided Sewer District ® ...Tukwila ❑ ...Sewer Use Certificate ❑ .. Highline ❑ ...Valley View ❑ .. Renton ❑ ...Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size -22" x 34") ❑ ...Technical Information Report (Storm Drainage) O ...Bond ❑ .. Insurance 0 .. Easement(s) Proposed Activities (mark boxes that apply): 0 ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way ❑ 111 ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer O ...Cap or Remove Utilities 0 ...Frontage Improvements O ...Traffic Control 0 ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) 0 ...Traffic Impact Analysis 0 ...Hold Harmless — (SAO) 0 ...Hold Harmless — (ROW) 0 .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance 0 .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line If ❑ .. Grease interceptor ❑ .. Channelization 0 .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... 33 WO # ❑ ...Temporary Water Meter Size .. 31 WO # 0 ...Water Only Meter Size WO # ❑ ...Deduct Water Meter Size 0 ...Sewer Main Extension Public ❑ Private 0 ❑ ...Water Main Extension Public 0 Private 0 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:Wpplications\Forrms-Applications On Line\201 I Applications\Permit Application Revised - 8-9-11.docz Revised: August 2011 bh Page 3 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 Pennit 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). 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERDU' BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OW Signature: i Date: 12/07/2017 Print Name: �w, n� Condio Day Telephone: (206) 325-2553 Mailing Address: 130 Lakeside Avenue Ste 250 Seattle WA 98122 City State Zip H:1Applications\Forms-Applications On Line \2011 Applications''ermit Application Revised - 8-9-1 I.docx Revised: August 2011 bh Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT 1 QUANTITY PermitTRAK D17-0327 Address: 301 BAKER BLVD Apn: 0223100075 DEVELOPMENT PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R12965 PAID R000.345.830.00.00 0.00 $651.73 $651.73 $651.73 $651.73 651.73 Date Paid: Thursday, December 07, 2017 Paid By: LANCE NUELLER & ASSOCIATES Pay Method: CHECK 1705 Printed: Thursday, December 07, 2017 11:06 AM 1 of 1 • RSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK 1 ACCOUNT QUANTITY PAID $1,057.29 D17-0327 Address: 301 BAKER BLVD Apn: 0223100075 $1,057.29 DEVELOPMENT $1,007.16 PERMIT FEE R000.322.100.00.00 0.00 $1,002.66 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $50.13 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R13460 R000.322.900.04.00 0.00 $50.13 $1,057.29 Date Paid: Thursday, January 18, 2018 Paid By: ACURA OF SEATTLE Pay Method: CHECK 191925 Printed: Thursday, January 18, 2018 1:48 PM 1 of 1 CRWSYSTEMS STEEL: Acura of Seattle at Southcenter 301 Baker Blvd. Tukwila, WA GENERAL NOTE IN ACCORDANCE WITH IBC SECTION 1705.2.1 AND AISC 360 REFERENCED STANDARDS. CONTINUOUS INSPECTION: SLIP -CRITICAL (SC) HIGH STRENGTH BOLTED CONNECTIONS. COMPLETE AND PARTIAL PENETRATION GROOVE WELDS. NON-DESTRUCTIVE TESTING IS REQUIRED FOR ALL COMPLETE PENETRATION WELDS - SHOP AND FIELD. MULTIPASS FILLET WELDS. SINGLE -PASS FILLET WELDS GREATER THAN 5/16 -INCH. WELDING OF REINFORCING IN INTERMEDIATE AND SPECIAL MOMENT FRAMES, BOUNDARY ELEMENTS OF SPECIAL REINFORCED CONCRETE SHEAR WALLS AND SHEAR REINFORCEMENT. PERIODIC INSPECTION: VERIFY HIGH-STRENGTH BOLT IDENTIFICATION MARK CONFORM TO SPECIFIED ASTM STANDARDS. REVIEW MANUFACTURER'S CERTIFICATE OF COMPLIANCE. INSTALLATION OF BEARING -TYPE BOLTED CONNECT! SINGLE -PASS FILLET WELDS 5/16 -INCH OR LESS. FLOOR AND ROOF DECK WELDS. COLD -FORMED STEEL FRAME WELDING. WELDING OF STAIRS AND RAILINGS. WELDING OF STUDS. VERIFICATION OF WELDABILITY OF REINFORCING STEEL OTHER THAN ASTM A-706. WELDING OF REINFORCING STEEL OTHER THAN THAT REQUIRING CONTINUOUS INSPECTION. STEEL JOINTS AND CONNECTIONS FOR COMPLIANCE WITH PLANS NGSEVIEWED FOR CODE COMPLIANCE APPROVED NS. JAN 10 2018 City of Tukwila BUILDING DIVISION CORRECTi4N LTR# 1.._.— RECEIVED CITY OF TUKWILA JAN 04 2016 PERMIT CENTER 1l1'O?!2i QINGDAO MUTRADE CO., LTD. HYDRO PAR< 7, 5 L. M2 EVIEWED FOR ODE COMPLIANCE APPROVED JAN 10 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 0 4 2018 PERMIT CENTER P n stra yd 00 atui ro- on OORRr!LTR# MEnuall Pa& 31 az 3 Dll� tY�i2'f 1 ► Introduction Catalog 2 100 Product Information 3 Package 4 Foundation 5 , Assembly 6 ' Notes 7 1 1 5 5 5 11 Attachment 1 — Foundation drawing 14 8 Attachment 2 — Wire ropes routing diagram 15 9 Attachment 3 — Electrical Schematic Diagram 16 Attachment 4 - Wiring diagram 16 • 1.1 Summarize Please read the manual carefully before you install and maintain this product, it can help you assemble, operate and maintain this product in a correct way, avoid the risk and improve the reliability and product lifetime. We will never take responsible for the damage of product, car or personnel caused by the operation that not follow the manual or the operation fail to submit the operation regulation. • 1.2 Statement 1.2.1 Please operate the product according to the manual, otherwise the operator should take responsible for anybody damage and injure themselves. 1.2.2 If the product is damaged during the transportation process, the carrier should take responsible for it. 1.2.3 To secure safety use, the operator should be trained by professional technician. It is not allowed to operate or repair the product before reading the manual in detail or check all safety devices in detail. 1.2.4 We provide three years warranty for whole machine, the quality guarantee is only confined to the quality problem that caused by manufacturing. It is not in the warranty if the product is damaged by the abnormal wearing or improper use or improper maintenance that fails to follow the requirement 1.2.5 We commit ourselves to the update of techniques and the improvement of the product. The improvement is subject to change without prior notice. • 2.1 Description Hydro -Park 3130 and 3230 are four post stacker parking lifts, newly designed by Mutrade, they are the most effective way to triple or quadruple the capacity of typical parking areas, and are the best way for car storage. The product mainly consists of four posts and two platforms (for Hydro -Park 3130) or three platforms (for Hydro -Park 3230). The control panel and locking releasing handle is on the front post, power pack and control box is placed in back of machine. Chart(1) single unit 1 • 2.2 Dimensions Attention: The dimensions may be different as per customer's special requirement. Please contact our sales people for exact dimensions. Chart 2 Standard dimensions of Hydro -Park 3130 Chart 3 Standard dimension of Hydro -Park 3230 Type 3130 Parking Puking Vehicels 3 Si�.gle vehicels weight(kg) <3000kg Size of Length 5000mm Width 1B50mm car Height 2000mm Pump motor 7.5kw Lilting spe d(seconds) <100S Electricity 380V 50Hz3 phases Chart 3 Standard dimension of Hydro -Park 3230 2 Type 3230 Pnrki Vehicels 3 lnParkin; single °vehicels weight(kg) <3000kg Size of Length 5000mm Width 1B50mm car Height 2000mm Pump motor 7.5kw Lifting speed(seconds) <150S Electricity 380V 50Hz3 phases 2 Package Hydro -Park 3130 and 3230 are packed by packing frame, straps and paper board to avoid damage during the transportation. Please check if there is any damage or shortage when user receives the equipment. Please record the damage or shortage in document related to find out the reason and guarantee the user's benefit. The package may be loose during transportation. Please cut off the packing belts which are for fixing the product, to avoid any damage caused by the fallen thing. Foundation Please work on the foundation before product assembly, according to our foundation drawing. A standard foundation drawing is for your reference in attachment 1 in this manual. Please ask our sales people for the foundation drawing as per your order. • 4.1 The datum grade for this foundation work is ground level on site. • 4.2 This foundation is reinforced concrete structure, the concrete grade is C30. • 4.3 Dig to prime soil for base of columns, and pour after compaction. • 4.4 The error of installed position for column prefabricated parts (screws) should be less than 1 mm. The screw thread should be well protected during foundation construction, it's not allowed to have concrete adhered or serious rust on screws. • 4.5 The extra bottom part of foundation pit should be tamped layer by layer to designed elevation by 3:7 spodosol; the horizontal error of foundation pit level should be not more than 20mm. • 4.6 The sumps should be done by owner as per local standard, and connected to sewer or other drainage system. • 4.7 All the power supply terminals should be placed by owner as shown in above drawing, with 2m wires (3 phase 5 -wire system) reserved. Assembly • 5.1 Notice 5.1.1 Before install the product, please read and learn the safety warning in detail. 5.1.2 Keep the working site clean and tidy. 5.1.3 Check the working environment of the product. Don't leave the products in the rain. Don't use the product in the damp environment. Keep good ventilation and enough light of the use area. 5.1.4 Only trained person can operate the parking equipment. The staff untrained should keep away from the working area. All the staff without training is forbidden to operate the lift. 5.1.5 Motor must be grounded to avoid electric shock. 5.1.6 Power off when installing, to secure the safety as there is high voltage on the power unit. 5.1.7 Be careful during working to avoid any accident. 5.1.8 Operate the equipment in normal way. Do not modify the equipment or use any part which is not from our company. 3 5.1.9 Prohibit dismantling any parts related with safety. 5.1.10 Safety locking device should be well protected. 5.1.11 Please keep people, car or animal away from the equipment in operation. 5.1.12 Keep enough space away from the equipment in case the vehicle on the equipment is in danger. 5.1.13 Warning: Keep any flammable thing away from the working area as there is electric spark when the switch works. 5.1.14 AThis mark means safety warning. 5.1.15 Keep the equipment clean and keep regularly maintenance. Appropriate lubrication and maintenance is good for the reliability of the equipment. 5.1.16 Keep key switches and buttons clean and dry to avoid the oil and grease on the product. 5.1.17 Check the synchronous situation of the four corners and check if there is any loosen part, if there is any abnormal situation, please stop operation and fix the problem. O 5.2 Preparation Before install the lift, please check the following items: 5.2.1 The working area should be well designed and has enough space. 5.2.2 Keep obstacle, like electric wire, away from installing area. 5.2.3 Check carefully if there is crack on the concrete ground that install the lift and check if the foundation intensity can reach the requirements. The finished concrete slab must be solidified for appropriate days. Otherwise, the lift will crush the ground, which will cause the damage of equipment and injury & death of people. 5.2.4 Make sure the concrete slab must be level; over 5mm tolerance is not allowed, the tolerance within this limit can be adjusted by washers. If the ground is uneven seriously, please fix it. 5.2.5 Not allowed to install equipment on the pitch ground or other non -concrete ground. 5.2.6 Not allowed to install equipment on the ground with crack or rubbish on concrete ground. 5.2.7 Not allowed to install equipment on second floor or higher floor without approval of architect. 5.2.8 If there is no protection, please do not install the equipment outdoor to avoid something wrong with the motor in rainy days. 5.2.9 Confirm the wiring position from power supply to this device to make wiring work easy and make sure all wires will be protected well. 5.2.10 Draw up the position of the baseplate of the column with chalk after the confirmation to assure the tolerance within 3mm to avoid effecting the installation of the lift. 5.2.11 Check carefully to assure the layout is correct. Q 5.3 Necessary tools 1 unit of crane with 15m lifting height 1 unit of forklift with 5 ton capacity 1 set of non-adjustable spanner, adjustable spanner and alien wrench 1 set of screwdriver (including slotted screwdriver and phillips screwdriver) 3 piece of leveling instruments 1 piece of tapeline for 5M Insulated rubber tape Sealing tape Q 5.4 Installation 5.4.1 Check the foundation work again to make sure all the positions and dimensions of column points are correct. 5.4.2 Stack up the platforms with all holes matching by each unit, put some spacers under bottom platform and in between each two platforms to make space large enough (approx. 100mm to 150mm high) for installers' hands going inside, (do not block any hole), assemble the nylon sliders onto platforms, then place the platforms aside. 4 5.4.3 Erect the main post as per the position shown in washer and screw nut on pre -embedded screw to fix order to adjust structure during installation work. 5.4.4 Assembly the main pulley frame onto top of main pulley frame is correct according to wire ropes routing foundation drawing, screw on the flat washer, spring column baseplate, but do not tight the screw nut in column, make sure the type and direction of this main diagram in attachment 2. Chart 4 Platform decking for Hydro -Park 3130 Chart 5 Platform decking for Hydro -Park 3230 Chart 6 Assembling nylon sliders onto platform 5 5.4.6 Assemble the side beam and back beam onto main pulley frame, as well as the two bracing related to main column. Chart 7 Erecting main post Chart 8 Erecting opposite column 5.4.7 Erect the opposite column with control panel to exact position, connect the side beam and assemble the other bracing at this side, then assemble the front beam. 5.4.8 Place the platforms to exact position beside above mentioned two columns, and make the nylon sliders into grooves of columns. Chart 9 Placing platforms for Hydro -Park 3130 Chart 10 Placing platforms for Hydro -Park 3230 6 5.4.9 Erect the rest two columns, connect and assemble all the beams and bracings. Adjust the parts to make sure all columns are 100% vertically standing at correct positions, and all beams, bracings are assembled well. Then tight all screws after adjustment finishes. Chart 11 Erect rest two columns (I) Chart 11 Erect rest two columns (II) 5.4.10 Connect all wire ropes as per Wire rope routing diagram in Attachment 2. 5.4.11 Assemble the control box bracket and control box onto main column, connect the wires for control panel and alarm light in control box as per the Electrical Schematic Diagram in attachment 3 and Wiring Diagram in attachment 4. Chart 13 Structure assembly finishing Chart 14 Assembling control box onto column 5.4.12 Assemble the locking release handle, control panel and alarm lamp as below photo. 7 Chart 15 Assembling locking release handle, control panel and alarm lamp 5.4.13 Take two pieces of locking release steel ropes from the steel ropes our company provides, connect the two locking steel ropes as per below photos. Make the locking steel ropes go through two pieces of tubes then connected to locking releasing handle assembled on front column, and wires for control panel and alarm light go through the long cable tube then connected to control box hang on main column. Chart 16 Routing of locking release steel ropes (I) Chart 17 Routing of locking release steel ropes (II) 8 3t1 0 1.dm Chart 3 Standard dimension of Hydro -Park 3230 5.4.14 Connect the wires for power pack, two solenoid valves and limit switch into control box according to Electrical Schematic Diagram in attachment 3 and Wiring Diagram in attachment 4, assemble the solenoid valves to power pack, and place the power pack to appropriate position, then fix the limit switch to exact position as shown in below photo. Chart 19 Assembling limit switch (I) 9 5.4.15 Connect the wire from power pack to power supply. 5.4.16 Assemble the lifting tubes at the four corners of platforms. Chart 20 Lifting tubes general view Chart 21 Assembling lifting tubes (I) Chart 22 Assembling lifting tubes (II) 5.4.17 Adjustment: a. Replace the filter to a joint, which locates on the bottom of cylinder, then a small power pack or a pneumatic gun is needed to push the piston to maximum stroke. After product finishes installation, discharge the oil or air in the cylinder then replace the filter back. b. Measure the height between the top platform to ground, fix all wire ropes to four corners of platforms according to Wire ropes routing diagram in Attachment 2, with the end of wire ropes folded by a length more than the height from the top platform to ground. c. Operate the equipment to make all platforms ascend to maximum lifting position, measure the height from top platform to ground again to check if the measured height is in accordance with the height marked in the drawing our company provide. If not, please adjust the folded length of wire ropes at each corner until the measured height is correct. ATTENTION: during all operation, please check carefully on all moving parts to make sure they are assembled correctly and work well. Fix any problem before installation finishes. 10 • 6.1 General 6.1.1 If the equipment will be not in service for a long time, the main power supply should be closed to avoid accident and to save energy. 6.1.2 If the equipment has not been in service for a long time, please lubricate it and check if there is any damage and rust corrosion before operation again. Check if the equipment is in good condition by no-load running. 6.1.3 Do not use the equipment if the floor or any component is damaged. 6.1.4 Do not operate the equipment if there is person or other obstacle under it. 6.1.5 Prohibit using the equipment for other purpose. 6.1.6 Safety lock device should be in good condition at any time. 6.1.7 Do not leave with the unlocked equipment in a certain height. 6.1.8 Keep the motor dry. We are not responsible for the motor damage caused by damp. • 6.2 Parking 6.2.1 Drive the car onto the appropriate position of the platform. 6.2.2 Open the car door carefully to avoid any collision. Pay attention to the side beams in case any falling down of person. 6.2.3 Turning UP to lift the platform to the targeted position, and the platform will be locked automatically. 6.2.4 Drive another car onto the appropriate position of the second platform. And repeat the procedure. • 6.3 Operation 6.3.1 The inspection on whole equipment is necessary before operation, and make sure your operation is under the condition that all equipment devices work well. 6.3.2 Before first operation, firstly please open general power switch, secondly open the power switch on control box, and thirdly make sure the emergency stop button on control panel is open. 6.3.3 Make sure vehicle is parked in the middle of platform. 6.3.4 Over loading is not allowed for vehicle parked on the platform, the rated capacity of Hydro -Park 3130/3230 is 3000kg per platform. 6.3.5 The wheel base of vehicle parked on the platform should not be more than 2900mm, and the total height of vehicle parked under platform should not be more than 2000mm. 6.3.6 The power indicator light is off until both general power switch and power switch on control box is opened, which will make the circle of whole control system on. 6.3.7 Please pay all your attention on the movement of platform during this equipment works. And stop your operation at once if any toppling of platform is found. 6.3.8 Keep holding the key switch to operate the equipment, which will stop at once if your hand releases. 6.3.9 Due to top limit switch, the equipment can stop at once if the platform lifts up to top position. 6.3.10 Please press the RED and ROUND button - emergency stop button, to stop the operation if any accident happen or anything else needing equipment stop. Rotate the emergency stop button to reset it after being sure the equipment can be operated. Q 6.4 Maintenance 6.4.1 Do lubrication on wire ropes once per month. 6.4.2 Change all the hydraulic oil three months after first operation; and change oil every nine months after first changing. 6.4.3 Frequently check the screw nuts of bolts, if any screw nut is loosening please fasten it ASAP. 6.4.4 Before operation, please do testing on top limit switch, if it cannot work please fix the problem, and if cannot fix it please replace it. 6.4.5 The seal in hydraulic cylinder should be replaced every two years. 6.4.6 The nylon sliders should be replaced every two years. 6.4.7 The valve element in solenoid valve and filter in power unit should be cleaned every half year. 11 0 6.5 Service 6.5.1 If the platform tilts right -and -left when operation, please check and adjust the wire ropes at two sides. 6.5.2 If the platform tilts fore-and-aft when operation, first please check if vehicle is parked correctly; second check the perpendicularity of post; third check if the wire ropes are loosen; if the platform still tilts after the above mentioned works please replace the nylon sliders. 6.5.3 Adjust the compensated flow control valve on the power unit, if the lifting/descending speed is too fast or too slow. 6.5.4 Check if the emergency stop button is open and air switch is closed, if the equipment doesn't lift up when keep turning UP. 6.5.5 Check if the solenoid valve is open, if the platform only lifts up but not descends or it doesn't move at all when keep turning DOWN. 6.5.6 Check if the locking blocks can be released well, if the platform cannot descend when keep turning DOWN. 6.5.7 Open the vent valve on the cylinder to make some air inside of cylinder released, if the platform jounces when lifts up. 6.5.8 Trouble shooting Description Possible reason Exclude method The motor works, no hydraulic oil leakage, the sound is abnormal, but the platform can't rise. There is air in the hydraulic oil. Disconnect the oil hose, and let some oil out from cylinder. Hydraulic oil solidify or the viscosity of the hydraulic oil is too high because the surrounding temperature is too low. Discharge the hydraulic oil, refilling qualified hydraulic oil, or change to oil used for low temperature. Over loading Make sure the vehicle weight is not more than rated capacity. Oil leakage of oil hose connector. The connector is loose. Screw down the oil hose connector. The connector is damaged. Change the connector. Oil leakage of the cylinder. The hydraulic seal is damaged. Change the seal or cylinder. Motor does not work. The motor is burned. Change the motor after check and confirm that the power is correct. The voltage is too low. Check and confirm that the voltage is the regulated voltage. 12 13 The fuse is burned. Change the fuse. The limit switch is damaged. Change the limit switch. Platform can't move down. The platform is locked. Check if the locking blocks work well, then if the locking cable is loosen. Platform move down slowly. The viscosity of hydraulic oil is too high. Change to the regulated hydraulic oil or consult local hydraulic manufacture. The plug valve of the power unit is blocked. Clean the valve plug (pay attention to dust proofing) The oil hose or the hose connector is blocked. Dredge the oil hose and hose connector. Motor rotate reversely Wrong wiring Rewiring according to the Electrical Schematic Diagram in attachment 3 and Wiring Diagram in attachment 4 13 Attachment 1 — Foundation drawing 3 Phase 5 -wire power distribution, reserved with 2m long wires 4O.Okw 1� Sump 8OOx8O0:600 ':-15(. 11-0(1 2.570 0.0 700 )) plated 9500.')OP 8 28 800......_ Ditch 400x:'O0 \ 0 l 7 ......... \ P1 ........_ . \ 11080 4.L 1750 y, 400 +n i Section 642O vCT' tiW 0.0 cr? Column loading point distribution diagram Point Loading(unit: ton) h1 Remark: 1, They are theoretical value of point loading. 2. The capacity for each platform is 3.0ton 14 Attachment 2 — Wire ropes routing diagram Hydro—Park 3130 Cable 1: Yellow 12m Cable 2: Red 14m Cable 3: Green 16m Cable 4: Magenta 18.5m Hydro—Park 3230 Cable 1: Yellow 14m Cable 2: Red 16m Cable 3: Green 18m Cable 4: Magenta 20.5m 15 QS QF1 Attachment 3 — Electrical schematic diagram L1 L2 L3 PE W2 U2 V2 U11 VV11 W11 II U V W 380V -450V QS 1 7.5KW QF1 W2 U2 V2 U V W 200V -240V 7.5KW 380V/50Hz/3P 2 ES 15 15 15 15 15 0 E HL 10 KA1-11 UP DOWN SB1-1 8 16 17 SQ 19 ST 21 10 10 220V/60Hz/3P 12 ES 15 15 15 KA1-2\ 38 40 ISI 15 15 41 KA2-4 KA2-2 27 0 E HL] 10 KA2-4 • KA2-2 27 10 16 DOWN 12 15 ON ON 17 1 UP NC 1 NC 1 2 10 17 16 15 10 12 34 26 + � N e 10 33 26 41 10 38 m cD 40 12 PE e m 10 TC 12 XT T2 N ® 18 (0 38T 26 e (Dee � 613' KA1 T KA2 37 ® Ed ,d3,15 G61 G ED ED 1m ¶ 0 000 38 37 38 40 41 21 1010“0100/0“/00 G ED ED Al A20 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 T2 T4 T6 ED ED ED ED PE 10 12 15 16 17 18 19 21 27 33 34 37 40 41 T2 T4 T6 QF1 KM PE 10 12 15 16 17 18 19 21 27 33 34 37 40 41 ®®®®®®®®®®®®®®® e e e TTTTT? TT'TTTTTTT Ti T3 T5 A2 10 27 18 19 33 34 11 I(rU 37 �. 10 Solenoid valve of Motor 40 41 11 Master solenoid valve of Oil circuit PE 1 1 U V /J 3P W STRUCTURAL ENGINEERS Engineers Northwest Inc., RS. ACURA OF SEATTLE Tukwila, WA STRUCTURAL CALCULATIONS FOR NEW CAR RACK REVIEWED FOR CODE COMPLIANCE APPROVED JAN 10 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA 1'Hrl CORRECTION p November 3, 2017 ENW Project No. 17000076 0 JAN 0 4 2018 ERMIT CENTER *Steel Inspection note added 1-4-2018 o 9725 Third Avenue NE . Seattle, WA 98115 . 206.525.7560 . fax 206.522.6698 DI 024•1vww.enineersnw.com 0 0 6mP11.0Z-0-E0-1•00321H 1 0 • U1- 4,, 2. NOTE, Max Load on each column (4 Places) = 6.4k TOLERANCES (UNL£S0 NOTEDI FRACTIONS +/- 1/16 4 PLACE DEC. +/-.0005 3 PLACE DEC. +/- .DO4 Z PLACE Dec. +/- .01 0 1 PLACE DEC. +/- .015 ANGLES +/- 1/2 DEG. MACHINE FINISH 64# BREAK SHARP EDGES COPYRIGHT© Rgdec.-fa&'us QLLC All Rights Reserved Ali dravengs, plans, specJhcatic v and rntorrnet:on conta:ne.d thereon are it e propurty of Hydro -Park and may not tad reproduced duplicated or aisnssed enth third parties without the erprc a arntten conga^'It of Hydro -Park USA, LLC _9, r, -_UI' Type fellft Me Twee Mae* 'Won* �r rater parerumfaaola fist Minktr.a• .` l La-✓a'd usa LLC 7431 W ATLANTIC AVE. DELRAY BEACH FL 33446 PHONE 800 9369627 FAX 800 936.9627 eaaa: En Q*Hydrn'Parlcuo Hydro -Park USA 3230 Layout Specifications SI� Dat lov. 1, 2017 DWG NG. Hydro -Park 3230 REV seas As Shown Sheet 1 of 1 At- 11/3/20.17 usGs Design Maps Summary Report User -Specified Input Design Maps Summary Report Report Title Building Code Reference Document Site Coordinates 11; a*E Site Soil Classification .h oth 1 Risk Category Bunen De Tukwila, WA Car Dealership Car Lifts Fri Novt:mber 3, 2017 15:39;08 UTC: 2012/2015 International Building Code (which utilize: USGS hazard clz,a available in 2008) 47.45826°N, 122.25207°W Site Class D - "Stiff Soil" I/II/III 1.; CO t?dTL ton F. 44 .5EArrt. TACL?!44 0,111 At MVP r USGS—Provided Output SS = 1.451 g S1 = 0.541 g i!! V ;14 enon R �{ ii. - P fir 1 r 1/tK i k • +Kent SMS = 1.451 g SMS = 0.811 g VA, 11 Issaquah N` Mapte Valley'11.1 Sus = 0.968 g Spy = 0.541. g For information on how the SS and Si values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. 1 aM 1w (:^..`. CL'" !.tt" .,_ 1.+3 !!1 3"3 :1, Although this information is a product of the U.S. Geologi:a! Survey, we provide no warranty; crpress._d or implied, as to the accuracy of the data co!ltaincd thersn. Thi; tool is rot a a:ubstitut_: fort :chmral subjact-matte.- knowledge. J/a https://earthquake.usgs.gov/cn 1 /designmaps/us/summary.php?template=minimal&latitude=47.45825547157925&longitude=-122.25207141618097&sit... 1/1 ENGIN EERS-NORTH WEST,INC.P.S. 9725 THIRD AVE. N.E. (SUITE 207) SEATTLE, WA. 98115 Property of Engineers Northwest, Inc., P.S.- Use by others unlawful * * * * * ASCE 7-10 Seismic Loads per ASCE 7-10- Chapter 12 Seismic Design Requirements for Building Structures Input Cells = Project Number: 17000076 Project Name: i°`fid /ipf Seattle Car Rack Location: Tukwila. WA Design By: 2015 IBC Section 1613 / ASCE 7-10 Section 12.8 Equivalent Lateral Force Procedure All references below are to ASCE 7-10 (U.N.O.) Basic Seismic Force Resisting System = Basic Seismic Force Resisting System = Is diaphragm considered flexible? _ Structural height, he = Ss = Si = = Inpu Site Class (soil) =D Risk Category = II !Table 1.5-1 Top of wall elevation (parapet) =27 ft Elev. of top of wall lateral support (max.) _r "27 �ft (roof high point- minimum parapet) ) Elev, of top of wall lateral support (min.) _ 27 (roof low point- maximum parapet) Regular structure s 5 stories ? = YES Section 12.8.1.3 = Nonbuilding Structure SHEET `{ OF ft spectral response acceleration at a period of 0.2s for Site Class B spectral response acceleration at a period of 1.Os for Site Class B Long -period transition period Output Site Coefficient, Fa = 1 Table 11-4.1 Site Coefficient, F„ = 1.5 Table 11-4.2 SMs = 1.451 Eqn 11.4-1 SMt = 0.812 Eqn 11.4-2 Sos = 0.967 Eqn 11.4-3 Sol = 0.541 Eqn 11.4-4 Seismic Design Category (SDC) = D Section 11.6 & Tables 11.6-1 & 11.6-2 To = 0.112 Section 11.4.5, 0.2Sd1/Sds Ts = 0.559 Section 11.4.5, Sd1/Sds Ct = 0.02 Table 12.8-2 Period, T = 0.237 sec, Section 12.8.2.1 (Eqn 12.8-7) Sa = 0.967 Section 11.4.5 (Eqns 11.4-5, 11.4-6, 11.4-7) Response Modification Coefficient, R = 4 Table 12.2-1 System Overstrength Factor, f)0 = 2 Table 12.2-1 Deflection Amplification Factor, Cd = 3.5 Table 12.2-1 Importance Factor, le = 1 Table 1.5-2, by Risk Category Detailing Reference Section = 15.5.3 Cs calc = 0.242 Section 12.8.1.1, Eqn 12.8-2 Cs maz = 0.571 Section 12.8.1.1, Eqns 12.8-3 & 12.8-4 Cs min = 0.043 Section 12.8.1.1, Eqns 12,8-5 & 12.8-6 Cs use= 0.242 Section 12.8.1.1, Eqns 12.8-2- 12.8-6 V„ = 0.242 *W (LRFD) Section 12.8.1, Eqn 12.8-1 V = 0.169 *W (ASO) E„ = 0.193 * D = +1- Sos D (Eqn 12.4-4) - May be zero for proportioning foundations. Infiniti of Seattle Car Rack.xlsx EQ 576 ENWENGINEERS NORTHWEST, INC" P.S. STRUCTURAL ENGINEERS PROJECT # SUBJECT PROJECT 9725 THIRD AVE NE, SUITE 207, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 5226698 AC tete ik 5reo-r-r-LA. C4-te— GkiT DATE SHFET OF BY NOR 4.1"CJ t 1 pt., C PD) ‘e? - Uol>4)tivi ?tie- 6e)L, 'r 4.444. \Nrt 09*(4 2-q•to e2t(41.4tit 1,04,6 0 • /1q ?L'1' to 4;' (vs%) aor 44v, t,o6.9 0Avt,m-vv,k) t<- 'i/ott6 04.4111.44`) - t Nesiwits.r. -Y-ij 4 Ts. 0, tx.p..4T 4?4-tt44 &1I ENWENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 9725 THIRD AVE NE, SUITE 207, SEATTLE, WA 98115 (206) 5257560 FAX (206) 522-6698 PROJECT # PROJECT G. kak et, &it E. DATE \ t / S /t 7 SUBJECT 0 V- C 1z SHEET OF BY trNgxattJt-e, ''1 __.fi.... _� t_coal . t J Co wc-e 12.'; 3(.00 .1‘ l 4' 6.03 • o'i ..wow ..cat,. g . Que-t,.r_ ...y..._.' 4 1.(05 IleSt 1 11111111.1 4' ctit.ta GWe-4 , T're- 3�tU c1 `�©�" c �'i►t ve- k 04'0( i'0(l +O 9 2 �4 Acura of Seattle at Southcenter 301 Baker Blvd. Tukwila, WA GENERAL NOTE STEEL: IN ACCORDANCE WITH IBC SECTION 1705.2.1 AND AISC 360 REFERENCED STANDARDS. CONTINUOUS INSPECTION: SLIP -CRITICAL (SC) HIGH STRENGTH BOLTED CONNECTIONS. COMPLETE AND PARTIAL PENETRATION GROOVE WELDS. NON-DESTRUCTIVE TESTING IS REQUIRED FOR ALL COMPLETE PENETRATION WELDS - SHOP AND FIELD. MULTIPASS FILLET WELDS. SINGLE -PASS FILLET WELDS GREATER THAN 5/16 -INCH. WELDING OF REINFORCING IN INTERMEDIATE AND SPECIAL MOMENT FRAMES, BOUNDARY ELEMENTS OF SPECIAL REINFORCED CONCRETE SHEAR WALLS AND SHEAR REINFORCEMENT. PERIODIC INSPECTION: VERIFY HIGH-STRENGTH BOLT IDENTIFICATION MARKINGS CONFORM TO SPECIFIED ASTM STANDARDS. REVIEW OF MANUFACTURER'S CERTIFICATE OF COMPLIANCE. INSTALLATION OF BEARING -TYPE BOLTED CONNECTIONS. SINGLE -PASS FILLET WELDS 5/16 -INCH OR LESS. FLOOR AND ROOF DECK WELDS. COLD -FORMED STEEL FRAME WELDING. WELDING OF STAIRS AND RAILINGS. WELDING OF STUDS. VERIFICATION OF WELDABILITY OF REINFORCING STEEL OTHER THAN ASTM A-706. WELDING OF REINFORCING STEEL OTHER THAN THAT REQUIRING CONTINUOUS INSPECTION. STEEL JOINTS AND CONNECTIONS FOR COMPLIANCE WITH PLANS. 6/1/2018 City of Tukwila Department of Community Development SANDY CONDIOTTY 130 LAKESIDE AVE - SUITE 250 SEATTLE, WA 98122 RE: Permit No. D17-0327 ACURA OF SEATTLE 301 BAKER BLVD Dear Permit Holder: Allan Ekberg, 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 7/17/2018. 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 7/17/2018, 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, '011) Rachelle R4 iple Permit Technician File No: D17-0327 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0327 PROJECT NAME: ACURA OF SEATTLE SITE ADDRESS: 301 BAKER BLVD Original Plan Submittal X Response to Correction Letter # 1 DATE: 01/08/18 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: kKvo. Building Division in Public Works ❑ Fire Prevention Structural Planning Division ❑ ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 01/09/18 Structural Review Required REVIEWER.S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 02/06/18 Approved ❑ Approved with Conditions ❑ Corrections Required ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWERS INITIALS: DATE: [Permit Center Use Only CORRECTION LEITER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 City of Tukwila ti T ,. Department of Community Development -� O~ 6300 Southcenter Boulevard, Suite #100 vim 1�2 Tukwila, Washington 98188 Phone: 206-431-3670 1906 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: L Wt' Plan Check/Permit Number: D17-0327 ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: ACURA OF SEATTLE Project Address: 301 BAKER BLVD RECEIVED CITY OF TUKWILA JAN 0 4 2018 PERMIT CENTER Contact Person: k'v7 Cin• -ACI:' Phone Number:' J Summary of Revision: w UPF Ir -p& -0-11`0>J nnoaNUk.L. 2ol\i‘ A U -. Sheet Number(s): "Cloud" or highlight all areas of revision includin date o Received at the City of Tukwila Permit Center by: ❑ Entered in TRAKiT on C:\Users\Rachelle-R\Desktop\Revision Submittal Form.doc Revised: August 2015 fv.A15 revision 1110 City of Tukwila Department of Community Development December 20, 2017 SANDY CONDIOTTY 130 LAKESIDE AVE - SUITE 250 SEATTLE, WA 98122 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D 17-0327 ACURA OF SEATTLE - 301 BAKER BLVD Dear SANDY CONDIOTTY, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of"specifications" (calculations) to be stamped and signed; Front page only will be sufficient. (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) 1. In addition, with the stamp and signature of the design professional or engineer, provide date of signature. See General Note above. 2. Provide table of special inspections required for installation of the vehicle lifts. Include manufactures shop drawings, specs and assembly details. Note: Contingent on response to these corrections, further plan review may request for additional corrections. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 If you have any questions, I can be reached at (206)433-7165. Sincerely, Rachelle Ripley Permit Technician File No. D17-0327 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 rERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0327 DATE: 42/07/17 PROJECT NAME: ACURA OF SEATTLE SITE ADDRESS: 301 BAKER BLVD X Original Plan Submittal Revision # ,before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: CO 1'41 uilding Division ?Jt't: A'M p�'VuG Fire Prevention Structural PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) x13 Planning Division Permit Coordinator 11 DATE: 12/12/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 01/09/18 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg [E Fire 0 Ping 0 PW ❑ Staff Initials: 12/18/2013 EQUIPMENT SALES CO INC Home Espanol Contact Safety & Health Claims & Insurance InWashington State Department of • Labor & Industries Search L&I Page 1 of 3 SEARCH A -Z Index Help My L&I Workplace Rights Trades & Licensing EQUIPMENT SALES CO INC Owner or tradesperson Principals MCFARLAND, KIRBY LYLE, PRESIDENT Doing business as EQUIPMENT SALES CO INC WA UBI No. 601 176 884 8828 206TH ST SE #E SNOHOMISH, WA 98296 425-415-1616 SNOHOMISH County Business type Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. EQUIPSC016J8 Effective — expiration 04/28/1999— 09/28/2018 Bond DEVELOPERS SURETY & INDEM CO Bond account no. 796905C Active. Meets current requirements. $12,000.00 Received by L&I Effective date 09/26/2008 09/28/2008 Expiration date Until Canceled Insurance Western National Assur Co $1,000,000.00 Policy no. CPP0012581 09 Received by L&I Effective date 11/10/2017 12/10/2016 Expiration date 12/10/2018 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings Cause no. 13-2-20043-1 SEA Complaint filed by FERGUSON ENTERPRISES INC Dismissed Complaint against bond(s) or savings 796905C Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601176884&LIC=EQUIPSC016J8&SAW= 1/12/2018 EQUIPMENT SALES CO INC Complaint date Complaint amount 05/21/2013 $4,112.02 L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. This company has multiple workers' comp accounts. Active accounts L&I Account ID 570,536-02 Account is current. Doing business as EQUIPMENT SALES COMPANY INC Estimated workers reported Quarter 3 of Year 2017 "11 to 20 Workers" L&I account contact T3 / NATHAN KOZAK (360)902-6243 - Email: KOZN235@ini.wa.gov Track this contractor Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health No inspections during the previous 6 year period. Page 2 of 3 Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601176884&LIC=EQUIPSC016J8&SAW= 1/12/2018 EQUIPMENT SALES CO INC Page 3 of 3 I � 1 © Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601176884&LIC=EQUIPSC016J8&SAW= 1/12/2018 CONTACTS BUILDING OWNER O'BRIEN FIFE PROPERY II LLG ERIC HANSEN P.O. BOX 726 BELLEVUE, WA c1/300c1 (877) 562-7436 ARCHITECT LANGE MUELLER it ASSOCIATES SANDY CONDI OTTY 130 LAKESIDE, SUITE 250 SEATTLE, WA x8122 (206) 325-2553 FAX: (206) 328-0554 SANDYG@LMUELLER.COM EQUIPMENT INSTALLER EQUIPMENT SALES COMPANY INC. KIRBY MCFARLAND 8828 -206111 5T. 5.E. SNOHOMISH, WA 6182616 425-415-1616 GENERAL NOTES I. INSTALLER TO VERIFY ALL DIMENSIONS. DO NOT SCALE DRAWINGS. 2. INSTALLER SHALL PAY ALL FEES AND POST BONDS REQUIRED. 3. INSTALLER SHALL VERIFY ALL FIELD CONDITIONS PRIOR TO INSTALLATION AND NOTIFY ARCHITECT AND ENGINEER IN WRITING OF ANY DEFICIENCIES WITH REGARDS TO MANUFACTURERS REQUIREMENTS. INSTALLATION OF LIFT INDICATES ACCEPTANCE OF FOOTING, SLAB AND FLOOR SURFACES. DEFERRED SUBMITTALS I. ELECTRICAL SYSTEM 15 DESISN/BUILD DEFERRED SUBMITTAL UNDER SEPARATE PERMIT. SYSTEM 15 TO CONFORM TO REQUIREMENTS OF THE INTERNATIONAL ELECTRICAL CODE AND WASHINGTON STATE AMENDMENTS. SYSTEM SHALL BE DESIGNED BY A WASHINGTON STATE LICENSED ENGINEER. MOUNTING HEIGHT OF CONTROLS AND RECEPTACLES SHALL COMPLY NTH ANSI II1.1-2008 FOR ACCESSIBILITY, AND SHALL BE LOCATED BETWEEN 15" AND 44" FROM FINISH FLOOR. 2. SPRINKLER SYSTEM 15 DESIGN/BUILD DEFERRED SUBMITTAL UNDER SEPARATE PERMIT. SYSTEM SHALL BE DESIGNED BY A WASHINGTON STATE LICENSED ENGINEER, AND SHALL BE SUBMI 1 1 ED TO THE PROJECT STRUCTURAL ENGINEER FOR APPROVAL OF POINT LOADS ONLY. SYSTEM 15 TO MEET REQUIREMENTS OF IBG, IFC, NFPA-I3. LOW HAZARD OFFICE OCCUPANCY. NFPA-13 FIRE SPRINKLER SYSTEM 15 REQUIRED. COORDINATE I NSPEGTI ONS AND FINAL INSPECTION V I TH LOCAL JURISDICTION FIRE DEPARTMENT. FILE COPY Permit No. WV 1 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 conditions is acknowledged: By: a "I'nr--- Date: tits -fir City of Tukwila BUILDING DIVISION REVISIONS No changes shall he made to the scope of work without prior approval of Tukwila Building Division. t< OTE: Revisions will r q ,sire -1 Irv,/ Wan submitta► • :: t, a l ,rime ,...,. �,n) may i �„�dt, arc: ��o��i plan rr. r� SEPARATE PCP?lriT PEQrUI ` O FOR: Mechanical 101 lectrical ( lumbrng ( Gas Piping (;raj of i ukvriI3 EU,i : may PAIISl N 6 4 DISTANCE TO PROPERTY LINE FROM EXTERIOR WALL 1 1 1 1 romilmal (I) NVD NVD \a()\ (2) HG CUSTOMER PARKINS (I) NVD NEW VEHICLE DISPLAY (36) NVD USED VEHICLE DISPLAY (6) UT TIGLE-----N IS'D SITE PLAN ■ ■ ■ EX15TW6 AREA SI=PARNTION WALL GAR WASH 1 (2) CUSTOMER PARKINS (4) NVD (24)GUSTOMER PARKINS CUSTOMER PARKING 5-1 PARKIN (AREA OF WORK) AM PARTS DELIVERY SERVICE ENTRANCE/ EXIT /)(3)PERSOPIAL PARKINS� — -10 1 I SERVICE kEGEPTIO i° L ---- (18) NVD (18) r VD (14) NVD (13) NVD (1) NV SALES/ SERVICE ENTRANCE/ EXIT BAKER BLVD. SCALE: 1” = 30'-0" SERV I GE EXIT ( o VE GLEE DISP Y 77 G STOME ARKINS SERVICE ENTRANCE (5) CUSTOMER PARKING (26) MVP C j SALES/ SERVICE ENTRANCE/ EXIT (12) NEW VEHICLE DISPLAY (13) 0 (I) NVD NVD ANDOVER PARK WEST SALES/ SERVICE ENTRANCE/ EXIT 15 30 60 90 VICINITY MAP NOT TO SCALE LEGAL DESCRIPTION TAX ASSESSOR NUMBER: 022310-0075 ANDOVER INDUSTRIAL PARK # 2 POR N OF LN PLV 45c1 FT 5 OF 5 MGN OF BAKER BLVD LESS ST ZONING CITY OF TUKWILA ZONING, LATEST EDITION ZONE: TUK-RG SITE AREA: 212,231 SF 4.81 AG PROJECT DATA PROJECT SCOPE: INSTALL PARKING LIFTS IN EXISTING AUTO DEALERSHIP. 5-1 PARKING IN EXISTING 5-1 NO CHANGE OF USE, EXTERIOR OR SITE WORK, NO GHANSE TO BUILDING ENVELOPE. NO PLUMBING CHANCES. NO CHANGE IN EXITING. CODES 2015 I.B.G. WITH WASHINGTON STATE AMENDMENTS WAG 51-50 ICC/ANSI AI17.I-20061 ACCESSIBILITY STANDARDS CITY OF TUKWILA ZONING 2015 INTERNATIONAL MECHANICAL CODE 4 WAG 51-52 2015 INTERNATIONAL FUEL GAS CODES (IMFGG) 4 WAG 51-52 2015 NATIONAL ELECTRICAL CODE (NEC) 2015 INTERNATIONAL FIRE CODE (IFC) 4 HAG 51-54 2015 INTERNATIONAL PLUMBING CODE d WAG 51-56 4 51-57 2015 ENERGY CONSERVATION CODE 2015 WASHINGTON STATE ENERGY GODES, WAG 51-11 INTERNATIONAL BUILDING CODE BUILDING USE: AUTO SHOWROOM, OFFICE, SERVICE OGGUPANGY: 5-1 WITH B NON -SEPARATED USE PER IBG 508.3 BUILDING AREA: 81,156 SF, I -STORY AREA OF WORK THIS PERMIT: 8,011 SF CONSTRUCTION TYPE: III -B, FULLY SPRINKLERED ALLOWABLE AREA: 10,000 SF SEPARATION INCREASE: BUILDINS PERIMETER 1,34 BLDG. PERIMETER OVER 30 FT. 65 BLDG. PERIMETER OVER 15 FT. 68 30X655 I q,650 5F 15X685 = 10,215 SF 2q,g25 SF / 1340' = 22.3% RECEIVED 3,802.5 SF CITY OF TUKWILA (22.3% OF 11,500) JAN 0 4 2018 13,802.5 SF PERMIT CENTER TOTAL SEPARATION INCREASE TOTAL ALLOVABLE AREA DRAWING INDEX REVIEWED FOR CODE COMPLIANCE APPROVED JAN 1 0 2018 City of Tukwila BUILDJVG DIVISIC' SHEET DESCRIPTION ARCHITECTURAL TA -I SITE PLAN, PROJECT DATA TA -2 EXISTING FLOOR PLAN TA -3 PROPOSED FLOOR PLAN TA -4 EXIST. CEILING PLAN TA -5 PARKING LIFT MFR. DETAILS, ELEVATIONS CORREcTION LTR# NO WORK THIS AREA NO WORK THIS AREA AREA WORK UNDER SEP. PERMIT EXISTING FIRST FLOOR PLAN REVIEWED FOR CODE COIVIPLIANCE APPROVED JAN 1 0 2010 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AN 2018 PERMIT CENTER 0- O - O O r HYDRO -PARK GAR LIFT SYSTEM SEE SHT. TA -5 } 0 0 1 J L • Qi 4•Y L._ J 14,J1 iii!; If7 f\L\ .J . iE I't ,t O N O DN DN 7 B9 REVIEWED FOR CODE COMPLIANCE APPROVED AN 102010 City of Tukwila BUILDINGDIVISION RECEIVED CITY OF TUKWILA JAN 042018 PERMIT CENTER PROPOSED FIRST FLOOR PLAN PLOT DATE: 1/4/2018 n:\dwgs\16008 acuro of seattle at southcenter\16008 acurasea parking lift 20111127.dwg -0 -. • 0-- 1 EXISTING CEILING GLG HT. 21'-e." TO LOWEST 110INT OF STRUCTURAL BEAM 20'-b" TO SPRINKLER LINE NOTE: VERIFY LIGHT 4 SPRINKLER LOCATIONS TO CONFIRM CLEARANCE FOR VEHICLE LIFTS 0 0 NO WORK THS ROOM 10 NO IAIOR THIS ROM (1081mcE RFII 0 NO IAIORIc TH15 R/M El OP D EMI E >4. 130 12 1 126 128 - I I sER"U'ORs Q twt 11. EEFI n ..SAIES ROO 111 - Lt_ EXISTING REFLECTED CEILING PLAN SCALE: GR F& (10 108 1BR r' lea VGEN SIDI GR. Fg• LE REVIEWED FOR CODE COIVIPLIANCE APPROVED JAN 10 2.MB City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 0 4 2018 PERMIT CENTER I� L 34I-6111 E L �r-�i-,i- r.i-,r•,-..,-•,-..,.-.. r--. i-. r-• i-• r-, r-, i-, i.... STEEL: { t sP \SP 0\5 GENERAL NOTE IN ACCORDANCE WITH IBC SECTION 1705.2.1 AND AISC 360 REFERENCED STANDARDS. CONTINUOUS INSPECTION: SLIP -CRITICAL (SC) HIGH STRENGTH BOLTED CONNECTIONS. COMPLETE AND PARTIAL PENETRATION GROOVE WELDS. NON-DESTRUCTIVE TESTING IS REQUIRED FOR ALL COMPLETE PENETRATION WELDS - SHOP AND FIELD. MULTIPASS FILLET WELDS. SINGLE -PASS FILLET WELDS GREATER THAN 5/16 -INCH. WELDING OF REINFORCING IN INTERMEDIATE AND SPECIAL MOMENT FRAMES, BOUNDARY ELEMENTS OF SPECIAL REINFORCED CONCRETE SHEAR WALLS AND SHEAR REINFORCEMENT. PERIODIC INSPECTION: VERIFY HIGH-STRENGTH BOLT IDENTIFICATION MARKINGS CONFORM TO SPECIFIED ASTM STANDARDS. REVIEW OF MANUFACTURER'S CERTIFICATE OF COMPLIANCE. INSTALLATION OF BEARING -TYPE BOLTED CONNECTIONS. SINGLE -PASS FILLET WELDS 5/16 -INCH OR LESS. FLOOR AND ROOF DECK WELDS. COLD -FORMED STEEL FRAME WELDING. WELDING OF STAIRS AND RAILINGS. WELDING OF STUDS. VERIFICATION OF WELDABILITY OF REINFORCING STEEL OTHER THAN ASTM A-706. WELDING OF REINFORCING STEEL OTHER THAN THAT REQUIRING CONTINUOUS INSPECTION. STEEL JOINTS AND CONNECTIONS FOR COMPLIANCE WITH PLANS. 56I-5" I_5II TOLERANCES (UNLESS NOTED) FRACTIONS +1- 1/16 4 PLACE DEC, +7- .0005 3 PLACE DEC, +7- .004 2 PLACE DEC, +7- .010 1 PLACE DEC. +I- .015 ANGLES +h 112 DEG. MACHINE FINISH 64# BREAK SHARP EDGES COPYRIGHT A/Lbw-Auk 2lsa LLC All Rights Reserved All drawings, plans, specifications and information contained thereon are the property of Hydro -Park and may not be reproduced, duplicated or discussed with third parties without the express written consent of Hydro -Park USA, LLC. © 2016-2017 Specifications Description Imperial Metric Available Car Height 73 in ` 1866 mm Minimum Height 3.5 in 186 mm Rated Capacity 6600 lbs. 3 m ton Available Car with 81.5 in 2072 mm Maximum Wheel Distance 148 in 3750 mm Equipment Overall Dimensions 16'10" x 10'11" x 20'7" 5127 mm X 3328 mm X 6270 mm Operational Model Manually 24 V Power 15 hp 7.5kW Lifting Speed ± 25 Seconds per Level Safety Devices Position Locks Anti -Fall Locks Limited Switch Warning Light Platform Protection Wings We'll Stop t' OR OR RPO C -!Fwd usa LLC AT 7431 W ATLANTIC AVE, DELRAY BEACH FL 33446 PHONE 973 901-2127 FAx 866 825-3898 email: s.Van@Hydro-Park.com O REVIEWED CODE COMPLIANCE APPROVED JAN 1.0 2(116 City of Tukwii 3 BUILDING DIVI ',ION 0\ Hansen Real Estate, LLG TITLE 5712 E Lake Sammamish Parkway 5E, Suite 100 Issaquah, HA c1802c1 4 each Hydro -Park 3130, 3 -High, 4 -Post Parking Lifts SIZE Al Date March 20, 2011 DWG NO. HRE00I-03-20-201-1.dvig RECEIVED CITY OF I UKWILA JAN 042018 PERMIT CENTER REV Scale NTS Sheet of PLOT DATE: 1/4/2018 3 r CN O N 6, LL 6 6 U1 0 L 0 0 0 c s 0 c 6.. 0 L v 0 0 0 N 01 6