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Permit D13-168 - OMNICARE - TENANT IMPROVEMENT
OMNICARE 12674 GATEWAY DR D13-168 City ofiI'ukwila 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.TukwilaWA.gov Parcel No.: 2716000020 Address: 12674 GATEWAY DR TUKW Suite No: Project Name: OMNICARE DEVELOPMENT PERMIT Permit Number: D13-168 Issue Date: 06/27/2013 Permit Expires On: 12/24/2013 Owner: Name: EPROPERTY TAX INC DEPT #207 Address: PO BOX 4900 , SCOTTSDALE AZ 85261 Contact Person: Name: DEVIN HEMEON Address: 14432 SE EASTGATE WY, SUITE 230 , BELLEVUE WA 98007 Contractor: Name: SWINERTON BUILDERS Address: 260 TOWNSEND ST , SAN FRANCISCO CA 94107 Contractor License No: SWINEB*992DR Lender: Name: ANTHONY HOEKSTRA Address: 12674 GATEWAY DR, BUILDING 2 , TUKVVILA WA 98168 Phone: 425-283-5290 Phone: 415-984-1248 Expiration Date: 12/28/2014 DESCRIPTION OF WORK: PROVIDE RACKS FOR STORAGE THROUGHOUT SPACE ON THE MAIN LEVEL. Value of Construction: $0.00 Fees Collected: $464.52 Type of Fire Protection: SPRINKLERS/AFA International Building Code Edition: 2009 Type of Construction: III -B Occupancy per IBC: 0024 Electrical Service Provided by: SEATTLE CITY LIGHT **continued on next page** doc: IBC -7/10 D13-168 Printed: 06-27-2013 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: 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: N Number: 0 Size (Inches): 0 Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non -Profit: N Water Main Extension: Private: Public: Water Meter: Permit Center Authorized Signature: N Date: ��-1' I hereby 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. j am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Date: 4.-27- "5 Print Name: 1 t="4"1,9 rti7%n rt 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. PERMIT CONDITIONS: 1: ***BUILDING DEPARTMENT CONDITIONS*** 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: 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. 5: 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. doc: IBC -7/10 D13-168 Printed: 06-27-2013 6: All construction shall be done in conformlog with the approved plans and the requiremAlkof the International Building Code or International Residential clip International Mechanical Code, Washingtoll.te Energy Code. 7: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: 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. 10: Manufacturers installation instructions shall be available on the job site at the time of inspection. 11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 12: 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. 13: ***FIRE DEPARTMENT CONDITIONS*** 14: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 15: 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 sprinldered areas of buildings. (IFC 315.2.1) 16: Clearance between ignition sources, such as light fixtures, heaters and flame -producing devices, and combustible materials shall be maintained in an approved manner. (IFC 305.1) 17: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13-8.6.5.3.3) 18: 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 sprinlder work shall commence without approved drawings. (City Ordinance No. 2327). 19: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3-2.1) 20: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand-held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 21: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 22: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 23: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the doc: IBC -7/10 D13-168 Printed: 06-27-2013 service. Every six years stored pressure ext' shers shall be emptied and subjected to the uplicable recharge procedures. If the required monthly and ye inspections of the fire extinguisher(s) are n omplishedcor the inspection tag is not completed, a reputable re extinguisher service company will be re -d to conduct these required surveys. (NFPA 10, 4-3, 4-4) 24: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 25: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 26: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. doc: IBC -7/10 D13-168 Printed: 06-27-2013 low CITY OF TUKii Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building PeS No. b\ ?— 1(0 9 Project No. Date Application Accepted: 5-- (S 13 Date Application Expires: t ( (S" (3 (For Office use only) CONSTRUCTION PERMIT APPLICATION Applications -and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: ! 1.0 7 CI Cr-44cwas, J)r; Tenant Name: 0 MOT- CA King Co Assessor's Tax No.: "2_ (j VV 009/0 Suite Number: Floor: New Tenant: E. Yes ❑..No PROPERTY OWNER Name: Ah+hovy � Hoeksco, Address: 1267 4 6.A.c.way Uc,ve took I. City: Tvkw; (a State: WA Zip.9t16$ CONTACT PERSON — person receiving all project communication Name: Devin Nerneoy1 Address: 144432 SE Eas}v4c via/ Sark- 2.30 , City: 1e of Shite: WA Zip f007 Phone: (4z5) n3 - 5290 Fax: `yam) 283 .S2.91 - Email: d tm¢.Yv1cOV1 % SWriui'iorN . cm GENERAL CONTRACTOR INFORMATION Company Name: Swiru4.06 Bu; ides Address: 31%0 13941' AVE. SE, Sol ZSO City: levUG State: WA Zip:94s005 Phone: l,u&) 213-5290 Fax: State: Et Zip: qfi6j, Contr Reg No.: Exp Date: Address: Tukwila Business License No.: H:Wpphcations\Forms-Applications On Lme\2012 Applications'Fermit Application Revised - 2-7-I2.docx Revised: February 2012 bh ARCHITECT OF RECORD Company Name: Dav;d kehle, Acol Architect Name:6 keva Dav► Address: t 916 so,yr DC, SW. City: s .o i-E1e State: WA zip-cis114, Phone: (2100 443_ 2997 Fax: (?A6) Z46 - 8369 Email: ENGINEER OF RECORD Name: A h 601, I ts4-aa lit Company Name: (Z67(4 G-akt-01. Pritrc -1 Id Z Engineer Name: State: Et Zip: qfi6j, Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27 095) Name: A h 601, I ts4-aa lit Address: (Z67(4 G-akt-01. Pritrc -1 Id Z City: TI vtIC �• 'a State: Et Zip: qfi6j, Page 1 of 4 BUILDING PERMIT INFORMATI. 206-431-3670 Valuation of Project (contractor's bid price): 1(1000 • 1 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): 6rooae, raEv. ra nkyt O ik ' 0(11/ 0ilt. - Mal`n Leve Will there be new rack storage? EK -Yes ❑ ..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? 0 Yes 0 No If "yes", explain: FIRE PR ECTION/HAZARDOUS MATERIALS: Sprinklers Er Automatic Fire Alarm 0 None 0 Other (s cify) Will there be storage or use of flammable, combustible or hazardous materials in the building? Other 0 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:Wpplications\Forms-Applications On Line \2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 2 of 4 Existing InteriorjRemodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 151 Floor 0 6Ocsr *13' 8- 51 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport, . Detached Carport • Covered Deck , Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than` 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes 0 No If "yes", explain: FIRE PR ECTION/HAZARDOUS MATERIALS: Sprinklers Er Automatic Fire Alarm 0 None 0 Other (s cify) Will there be storage or use of flammable, combustible or hazardous materials in the building? Other 0 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:Wpplications\Forms-Applications On Line \2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 2 of 4 PERMIT. APPLICATION NOTES — • Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER QR AUTHORIZED AGENT: Signature: Print Name: Mailing Address: Date:i 51,20/3 Day Telephone: NIT) '7 17-750 l v tiq 32 SE se-rec y 10.)-c 2 30 3j ll .vut, aty H:Vtpplicattons\Forms-Applications On Line\2012 Applications\Permn Application Revised - 2-7-12.docx Revised: February 2012 bh State Zd°7 ip Page 4 of 4 rPUBLIC WORKS PERMIT INF TION — 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 #125 0 .. Water Availability Provided Sewer District ❑ .. Tukwila ❑ .. Sewer Use Certificate ❑... Highline ❑ ...Valley View ❑... Renton ❑ ...Sewer Availability Provided 0... Renton 0... Seattle 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. Submitted with Application (mark boxes which apply): ❑ .. Civil Plans (Maximum Paper Size — 22" x 34") ❑ .. Technical Information Report (Storm Drainage) ❑ .. Bond 0... Insurance 0... Easement(s) Proposed Activities (mark boxes that apply): ❑ .. Right-of-way Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - No Disturbance ❑ .. Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way 0 ❑ .. Total Cut ❑ .. Total Fill cubic yards cubic yards 0... Geotechnical Report 0...Maintenance Agreement(s) ❑ .. Traffic Impact Analysis ❑ .. Hold Harmless — (SAO) ❑ .. Hold Harmless — (ROW) 0... Right-of-way Use - Profit for less than 72 hours 0...Right-of-way Use — Potential Disturbance 0... Work in Flood Zone 0... Storm Drainage ❑ .. Sanitary Side Sewer 0... Abandon Septic Tank 0...Grease Interceptor ❑ .. Cap or Remove Utilities 0...Curb Cut ❑... Channelization 0 .. Frontage Improvements 0... Pavement Cut 0...Trench Excavation ❑ .. Traffic Control 0... Looped Fire Line 0...Utility Undergrounding 0 .. Backflow Prevention - Fire Protection " Irrigation Domestic Water ❑ .. Permanent Water Meter Size (I) ❑ .. Temporary Water Meter Size (1) ❑ .. Water Only Meter Size WO # (2) " WO # (3) WO # (2) " WO # (3) WO # ❑ .. Deduct Water Meter Size ❑ .. Sewer Main Extension Public 0 Private 0 ❑ .. Water Main Extension Public 0 Private 0 " WO# " WO# FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 .. Water 0 .. Sewer 0 .. Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip H:Wpplications\Forms-Applications On Line \2012 Applications'Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 3 of 4 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.TukwilaWA.gov Parcel No.: 2716000020 Address: 12674 GATEWAY DR TUKW Suite No: Applicant: OMNICARE RECEIPT Permit Number: D13-168 Status: PENDING Applied Date: 05/15/2013 Issue Date: Receipt No.: R13-01626 Initials: WER User ID: 1655 Payment Amount: $464.52 Payment Date: 05/15/2013 11:09 AM Balance: $0.00 Payee: MELINDA DUMADAG (PHONE) TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd MC Authorization No. 01542Z ACCOUNT ITEM LIST: Description 464.52 Account Code Current Pmts BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE 000.322.100 000.345.830 640.237.114 Total: $464.52 278.80 181.22 4.50 Printed• n5_15_9n13 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: DO ILA k Type of Inspection: I— K3,91„.- V+9(.,;Address: \, Address: 1 a (01 y c -A ; €U- .b2. Date Called: Special Instructions: Date Wed: Ot--(0---1.3 Cif"." -r6 p.m. Requester: Phone No: 1-4ZS-4 tS -7 215S Approved per applicable codes. Corrections required prior to approval. COMMENTS: r,rn ,'t �M 0 \\e f t= i rJ A L - Inspect r: &AAALL_, 11 r..AJC Dater R IN PECTION FEE R ! UIRED. Prior to\ext inspection. fee must be pal t 6300 Southcenter Blvd.. Suite 100. all to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit LW --- /68 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: • Sprinklers: Typ of Inspection: Hood & Duct: Monitor: Address: 10 &, 7Y Suite #: / eA.. / Contact Person: Special Instructions: Phone No.: ,DR.:iQpproved per applicable codes. Corrections required prior to approval. COMMENTS: AA -4 - Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ki cr'(9.--- Date:j4I7/ Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 1 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit ICg PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: C1rll Co, Sprinklers: Fire Alarm: Type of Ipspection: Address: Suite #: /267`/ fir Or Cop -act Perspn: / .M611 i i Special Instructions: % w1Telab( .se Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: 1 0(11 de- -rD / Spr 7ue.. rC..c / f"vvee.' J /% 14,10,:e._ (074_ 4:5, 1.(/ w1Telab( .se eel 7t WO, /, (e SCI lo>c4,17//c5-3 t4'/ c_,e,rits c&rr :ufaXif/1 64- Inc Needs Shift Inspection: - Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: is / Inspectopf� ill %' Date: -7/2,d2) Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: . Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 1. Rack Plan (4) Rack Plan Schedule (4) Site Plan W/Vicinity Map T-0 (4) Exit Plan Floor 1 T -1C (4) Exit Plan Floor 2 T -2A (4) 2. Site Address: Gateway Corporate Center: Building 2 12674 Gateway Drive Tukwila, WA 98168 Parcel Number: 2 Gateway corporate center lot 2 less W 35 Ft measured perpendicular To SWLY line of said lot 2 — Parcel A of city of Tukwila boundary line Adjustment no 89-2 — BLA recording No. 8906120555 3. Occupancy group: B, S1 (Unseparated Uses) REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 0 2013 City of Tukwila BUILDING DIVISION 4. Remove Approx. 3,201 SF of existing single story office including non-bearing walls and suspended acoustical ceiling, remove existing non-bearing walls within remaining existing offices, install new non-bearing partitions, install new full height walls as shown, construct new first floor drivers room with ADA restroom, install new exterior ADA ramp in rear (deferred submittal), install new chain link fenced areas per plan, install new compressor room. On second floor, remove some interior non- bearing partitions; install new non-bearing partitions per plan with janitor room and employee lunch room. 5. Building Area: 21,526 SF Remodel Area: First Floor — 8,042 SF Second Floor — 2,500 SF 6. See Attached Plans T-0 for Vicinity Map RECEIVED CITY OF TUKWILA MAY 1 5 2013 PERMIT CENTER DIS- I(�8 Shelving and work bench details. All shelving and work benches are made from the wire rack system. All units are on casters with at least 2 locking casters per unit Item Number Description 1 IV Stock Shelving 18" X 72"X 74" with 5 to 8 adjustable shelves 2 Unit of Use Shelving - 24" X 72" X 74" with 5 to 8 adjustable shelves 3 Bulk Bottles - 24" X 72" X 74" with 5 to 8 adjustable shelves 4 Pre Pack Blister Cards - 18" X 72" X 74" with 5 to 7 adjustable shelves 5 Completed E Kits - 18" X 72" X 74" with 4 to 5 adjustable shelves 6 Completed Cycle Fill - 18" X 72" X 74" with 4 to 5 adjustable shelves 7 Work Bench - 24" wide by 72" long. Work surface at 38" high with an over head shelf at 63" high 8 Work Bench - 24" wide by 60" long. Work surface at 38" high with an over head shelf at 63" high 9 Auto Med Stock Shelving 18" X 72" X 74" with 5 to 8 adjustable shelves 10 Jail Dispensing Stock Shelving 18" X 72" X 74" with 5 to 8 adjustable shelves 11 Accuflex Stock Shelving 18" X 72" X 74" with 5 to 8 adjustable shelves 12 Processed Returns Shelving 18" X 72" X 74" with 5 to 7 adjustable shelves 13 Control Stock Shelving 18" X 72" X 74" with 5 to 8 adjustable shelves 14 IV Stock Shelving 18" X 60" X 74" with 5 to 8 adjustable shelves 15 Clean IV Pumps Shelving 18" X 60" X 74" with 5 to 8 adjustable shelves 16 Tote Shelving 18" X 72" X 74" with 5 to 6 adjustable shelves 17 Dirty IV pump shelving 18" X 72" X 74" with 5 to 6 adjustable shelves REVIEVVED FOR CODE COMPLIANCE APPROVED JUN 2 0 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 1 5 2013 PERMIT CENTER FILE COPY Permit No. V���`� Plan review approval is subject to errors and omissions. Approval of cons ruction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Wy and cow is acuowledged: By at -19J (A,-" Date 6 - 7 - 13 City Of lbkwila BUILDING DIVISI NEW EXTERIOR ADA RAM SEE FLOOR PLAN REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 0 2013 ffi City of iia BUILDING ISION NO CHAS TO EXISTING PAWING ATF PERMIT QUIRED FOR: Mechanical Electrical a Plumbing 'Gas Piping c; of Tukwila DI / ION REVISIONS No changes shall be made to the scope of r ,ork without prior approval of Tu!clviIa Building Division. TE: _ ;; ;.;ons tivill squire a nevi plan submittal L.16 may inc!ude additional plan review fees. OMNICARE TENANT SPACE SITE PLAN: BUILDING 2 .._. SCaLE< P.30' • sf ' : < . AOdrWWn \.. •� 61 1's <-T! q 43 r '25tfi9 '7;;"1 ti \�b; > g6 St s 130th 5:�„�= �Z�. D" 9_ 1 ,, ►a-+.._ C 2;8: MaWOutm tan. hc' , 6 17691_61 ." a VICINITY MAP NORTH SCALE. N.T.S. .fes' L •,5_• 4*Vg . X7005 TEa BUILDING & SITE STATISTICS -BUILDING CODE:. . . IBC 2009 -BUILDING TYPE OF CONSTRUCTION: III -B FULLY SPRINKLERED (UNLIMITED - 60' YARDS) -OCCUPANCY GROUP" B, Si (UNSEPARATED USES) - ZONING MI - SITE AREA: 191,790 S.F (4.4 AC) - EXIS11NG BUILDING AREA 79,550 SQUARE FEET (APPROX.) X TENANT AREA K FIRST FLOOR OFFICE: SECOND FLOOR OFFICE: TENANT AREA REMODEL 21,526 SQUARE FEET (APPROX.) 8,042 SF AFTER DEMO 5,100 SF FIRST FLOOR: 8,042 UPPER FLOOR: 2,500 SF TAX ID. NUMBER 2716000020 LEGAL DESCRIPTION 2 GATEWAY CORPORATE CENTER LOT 2 LESS W 35 FT MEASURED PERPENDICULAR TO SWLY UNE OF SAID LOT 2 — PARCEL A OF CIN OF TUKWILA BOUNDARY UNE ADJUSTMENT NO 89-2 — BLA RECORDING NO 8906120555 SCOPE OF WORK: REMOVE APPROX. 3,201 Gf EXISTMG SNGLE STORY ana NCLUDNG NON-8E4RNG WALLS AND 9J$ PED ACOUSTICAL CEILWr, REMIOvE EXISTING NON-EE4RRYs WALLS U.1T14N REIANNG EXISTING ORSCES, INSTALL NEIL) NON-BEARNG PARTITIONS, NSTALL NEW RILL HEIGHT WALLS AS 51-IOUN, CONSTRICT NEIU PRST FLOOR DRYERS ROQ1 WIN ADA RE6TRDA$ MALL NEW EXTERIOR ADA RN'. N REAR (DEPETiED SUBMITTAL), INSTALL NEW MODULAR CLEAN ROM WITH GAN AREA (DEFEFED SUBMITTAL), NSTALL NEW CI -4N LIN< FENCED AIEA8 PER FLAN, INSTALL NEW CO 55CR R C11 ON SECOND FLOOR FENOvE SOME INTERIOR NON-EEARNG PARTITIONS, INSTALL NEW NON-EEAR9 PARTf11O $ PER FLAN WITH JANITOR RCM AND EM9'LOYEE LUNCH ROCK PERMITS: ,,EFERATE PEIa'IRS PLI7'BING ELECTRICAL SPRIN LER HYAC PEED SUBMITTALS NEW ADA R o P N FEAR NM NODULAR CLEAN AND G01.84 ROAM RECEIVED CITY OF TUKWILA MAY 1 5 2013 PERMIT CENTER I IQ 8 's m n 8 aS 0 0 e 0 0 ✓, 0 a� m 00 C,/ 0 v trs A TENANT IMPROVEMENT FOR: OMNICARE GATEWAY CORPORATE CENTER: T ill Driver Room Shipping & Receiving IV Order Entry, OO Warehouse Manager Manifest Printers 2 1 2 1 2 1 12 12 12 4' X 10' Auto Med 4'X10' 'X10' Cycle Fill Processed Retums Unprocessed Returns Cag .ompressor Room Expired Meds Wi WPI PIC Office Receptionist d 6 d d a Computer Room #.1 1 1-RAl `'---1 t° I' !µ [" `fel" i J[ i t 1 Conference Room Foyer/ Lobby GM Office HR Office Ops Manager Printer Room File Room Employee Lunch Room Evergreen Pharmaceutical 12674 Gateway Drive Tukwila, WA 98168 Version 02/19/2013 REVIEWED FOR • CODE COMPLIANCE APPROVED JUN 2 0 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 1 5 2013 PERMIT CENTER EXIGTG STAIR I J---IiJ- EXIT PATH114Y TO TWO ERRS 4- EDGE OF hff_ZZANNE ABOrE-� EDGE CF EXIST* SIDELIALK FLOOR PLAN: NEW EXIT PLAN NORTH 1/8•=1.-0. WOMENL rc:// I 0 0 MEN I I 0 EXfl +AT4U4Y TO TWO ITS a f I EXIST'G STAIR I I NALL II EXISTING HILL HEIGHT 1— DEMISING WALL VGv e1 A►1 A\ m EXITING NOTES: mair NOT LENTNi FACE -CIF -9 SHALL BE AR EC D TO FFYNICE ILTIAL 6JJ!@NTIO41 NAT 19 AT LEAST AN AVER0E OF !FOOT-CANDLE TUNA MOUT I AT ANT PONT OF OJ FOOT-CANDLE MEASURED ALCNG TIE PAIN OF EG EE AT FLOOR LEVEL SLU@1A11R1 LEVELS SHALL BE PERI/TEO TO DE0.NE TO 0.6 FOOTCANDLE AVERAGE AND A M041111 AT ANT PONT OF Old FOOT[JJDLE AT TIE END LF 16' EPEFGA6CY LIGI4TPY iFE DIRATKH A MAIm1I1-T0-M612111 6JJ11NATIL41 INFORTITT RATIO OF 40 TO 1 81441 NOT BE EXCEEDED. EXIT TRAVEL TO EXIT PATHWAY DOES NOT EXCEED 100 LF (COITION PATH OF TRAVEL TOTAL OCCUPANT LOAD FOR SPACE 15 744, ONLY TWO EXIT REQUIRED, MORE PROVIDED PATHWAY LIGHITNCs TO BE VIA BATTERY BACKUP FIXTURE EITIE:R N LIGHT FIXTURES OR N EGfE55 LIGHTNG FIXTURES ® INTERNALLY ILLUMNATED EXIT SIGNS WITH EMERGENCY EGRESS LIGHTS WITH ff d 15411tKY BACKUP ET1ERGENCY EGRESS LIGHTS WITH BATTERY BACKUP • • ALTERNATE BATTERY BACK UPN OVERHEAD FIXTURES REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 0 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 1 52013 PERMIT CENTER 6' z 0. Q 0 0 Q 8 6 ei a n 6 s 12674 GATEWAY DRIVE 44. WASHINGTON 1C EXISPG STAIR 1 REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 0 2013 City of Tukwila BUILDING DIVISION T-10' 20' -WY NOTE ElF%¢NOY LIGHTING FALSITIES SHALL 8E AFRAWAED TO F12'NDE INITIAL LLIIV4ATICN ri14T IS AT LEAST AN AVERAGE OF I FOOTLAMLE AND A 1'@NI'I11 AT ANY PONT OF OJFOOT-C.4NDLE PEASFED ALONG TIE PAIN OF EGRESS AT FLOOR LEVEL LLJTT4AT CN LEVELS 8NALL BE PERMED TO DECLINE TO Ob FOOTCANDLE AVERAGE AND A MINIMA AT NIT PONT OF 0.06 FOOT-CANDLE AT TLE END OF TLE DERGANOT LICi7T11kG THE DLRATIRL A tNW VT-TOdTHOVT LLJMLNATICN I NFOR9tt RATIO OF 40 TO I K4.1. NOT ee EW-EEDED. EXITING NOTES: EXIT TRAVEL TO EXIT PATHUAY DOES NOT EXCEED 100 LF (COT'➢1ON PATH OF TRAVEL TOTAL OCCUPANT LOAD FOR SPACE IS 244, ONLY TWO EXIT REQUIRED, MORE PROVIDED PATHWAY LIGHITNG TO BE VIA BATTERY BACKUP FIXTURE EITHER IN LIGHT FIXTURES OR N EGRESS LIGHTING FIXTURES LL. INTERNALLY ILLUMINATED EXIT SIGNS WITH EMERGENCY EGRESS LIGHTS WITH 4t BATTERY BACKIP to EMERGENCY EGRESS LIGHTS WITH BATTERY BACKUP ALTERNATE BATTERY BACK UP N OVERHEAD FIXTURES RECEIVED CITY OF TUKWILA MAY 1 5 2013 PERMIT CENTER 5'-0' N' 0' -Sr SECOND FLOOR PLAN: NEW EXITING NORTH 1/B•=1' -O• r I '4 Q n 8 U U 2 0 T a s s 4. • A TENANT IMPROVEMENT FOR: OMNICAR Nom ceZ o=— reQ Z3� m mm cow to U m z W Q z U ¢ cn f:4 oco� O c' .—I r , .4r4 Cn W E4 T=_24 Driver Room Manifest Printers Warehouse Manager Auto Med 1 2 1 2 1 2 1 2 1 ( 2 1 2 1 2, 1 2 J 2 1 2 1 2 1 1 2 2 1 2 1 2 1 6,_9" Shipping & Receiving m N 4' X 10' 4' X 10' O u.) 4' X 10' 4 'X10' 0 in 4'X 10"X X 10' Cycle Fill Retums Processing Unprocessed Returns Cag L'ompressor Room 1 I IV Pump Cleaning Area Expired Meds PIC Office 8._6" Receptionist 0 0 0 0 fl 0 Computer Room File Room 111111111141 Conference Room Foyer/ Lobby GM Office HR Office Ops Manager Printer Room Employee Lunch Room Evergreen Pharmaceutical 12674 Gateway Drive Tukwila, WA 98168 Version 02/19/2013 REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 0 2013 City of Tukwila BUILDING DIVISION INCOMPLETE RECEIVED LTR# CITY OF TUKWILA bk3-- I 68 MAY 3 1 2013 PERMIT CENTER ``- BILE COPY perrntt No. _ _ _ GR/P, _ PCF Cable Bracing Systems RECEIVED CITY OF TUKWILA MAY 3 1 2013 PERMIT CENTER www.grippleseismic.com INCOMPLETE REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 0 2013 City of Tukwila BUILDING DIVISION 0 Cripple® Seismic Bracing Systems Introduction Gripple Seismic Bracing Systems are specifically designed and engineered to brace and secure nonstructural equipment and components within a building or structure to minimize earthquake damage to suspended components. Gripple Seismic Bracing Systems are ideal for use on nonstructural components and equipment requiring seismic design, such as in essential facilities that are required for emergency operations in the aftermath of an earthquake. Advantages • Complete pre-engineered systems • No field swaging of cables • Up to 10 times faster to install • No tools required • Color coding allows easy field verification • New or retrofit installations • UL NEBS GR 63 Core Certification NEBS LEVEL 3 Bracing Methods Transverse Bracing • II /.. 4/ ,: 0 Longitudinal Bracing `4 -Way' Bracing y Gripple Seismic Bracing System Gripple® Seismic End Fitting 45 Degree Double Single Eyelet Bracket Bracket Gripple" Seismic Cable Break strength certified, pre -stretched Gripple" Seismic Cable Manufactured to ASTM A1023, ASTM A603, ASTM A931. Manufactured to BS EN 12385, and BS EN 10244-2. Hanger Rod with Stiffener One of 3 pre -assembled color coded tags for easy field verification of cable diameter Gripple' Seismic Fastener Gripple® Seismic Bracket Options Standard Retrofit , Gripple® Seismic Bracing System Contents UNDERSTANDING GRIPPLE SEISMIC CODES End Fitting E=45° Eyelet S=Standard Single Bracket DS=Standard Double Bracket Cable Length 10, 15 or 20ft Style of Loose Bracket S=Standard Bracket R=Retrofit Bracket DS=Double Standard Bracket DR=Double Retrofit Bracket (Double Brackets for GS25 only) GS1 2-1 0E4 -S4 Cable Size Hole Size in End Fitting Hole Size in Loose Brackets 4=3/8" GS19=3/16" 5=1/2" 5=1/2" GS25=1/4" 6=5/8" 6=5/8" 8=3/4" 8=3/4" 10=1" 10=1" GS12=1/8" 4=3/8" IMPORTANT USAGE INFORMATION GRIPPLE SEISMIC bracing systems should only be used in conjunction with threaded rod at required seismic bracing points. NEVER EXCEED THE MAXIMUM LOAD OF THE PRODUCT. During installation take slack out of assembly by hand pulling the tail end of the cable. COMPLIANCE WITH LOCAL CODES and, where applicable, NATIONAL CODES are the buyer's and / or installer's responsibility. INTEGRITY OF THE BUILDING STRUCTURE to which Gripple Seismic Bracing Systems are attached is the responsibility of the installer and / or specifying engineer. DO NOT APPLY LUBRICANT to any part of the assembly. DO NOT USE FOR HOISTING such as in a crane or pulley situation. DO NOT JOIN TWO CABLE ASSEMBLIES TOGETHER i.e. using the Gripple fasteners as a splice. Gripple® Seismic Installation Manual should be consulted when designing or installing seismic bracing systems using Gripple Seismic kits. Gripple Seismic Kit Size• Length Seismic Bracket Rod/Structural AttachmentCode Size Product GS12 Max Load: 8601bs 1.5:1 SF 10ft Standard 3/8" GS12-10E4-S4 1/2" GS12-1055-S5 Retrofit 3/8" GS12-10E4-R4 1/2" GS12-10S5-R5 15ft Standard 3/8" GS12-15E4-S4 1/2" GS12-1555-S5 Retrofit 3/8" GS12-15E4-R4 1/2" GS12-15S5-R5 GS19-15S6-S6 20ft Standard 3/8" GS12-20E4-S4 1/2" GS12-20S5-S5 Retrofit 3/8" GS12-20E4-R4 1/2" GS12-20S5-R5 GS19 Max Load: 2,2001bs 1:5.1 SF. . 10ft Standard 3/8" GS19-10S4-S4 1/2" GS19-10S5-S5 5/8" GS19-10S6-S6 Retrofit 3/8" GS19-10S4-R4 1 /2" GS19-10S5-R5 5/8" GS19-1056-R6 15ft Standard 3/8" GS19-15S4-S4 1/2" GS19-15S5-S5 5/8" GS19-15S6-S6 Retrofit 3/8" GS19-15S4-R4 1/2" GS19-15S5-R5 5/8" GS19-15S6-R6 j 20ft 15/8" 20ft Standard 3/8" GS19-2084-S4 1/2" GS19-20S5-S5 5/8" GS19-20S6-S6 Retrofit 3/8" GS19-20S4-R4 1/2" GS19-20S5-R5 5/8" GS19-2056-R6 GS25 Max Load: 3,850 lbs ' 1.5:1 SF 10ft Standard 5/8" GS25-10DS6-DS6 3/4" GS25-10DS8-DS8 1" GS25-10DS10-DS10 Retrofit 5/8" GS25-10DS6-DR6 3/4" GS25-10DS8-DR8 1" GS25-10DS10-DR10 15ft Standard GS25-15DS6-DS6 3/4" GS25-15DS8-DS8 1" GS25-15DS10-DS10 Retrofit 5/8" GS25-15DS6-DR6 3/4" GS25-15DS8-DR8 1" GS25-15DS10-DR10 j 20ft 15/8" Standard 5/8" GS25-20DS6-DS6 3/4" GS25-20DS8-DS8 1" GS25-20DS10-DS10 Retrofit GS25-20DS6-DR6 3/4" GS25-20DS8-DR8 1" GS25-20DS10-DR10 Transverse bracing Longitudinal bracing 4 -Way bracing Gripple Limited has grown rapidly since launching its original product in 1988. Millions of Gripple products have been sold to more than 75 countries worldwide, and the company now has manufacturing facilities in the UK and USA, as well as facilities in France. Gripple is an award winning company that continues to grow on the strength of its focus on innovation. The unique Gripple hanger revolutionalized installation techniques for suspending or bracing all types of HVAC, Mechanical, Lighting, and Electrical services much more quickly, safely, and easily than other methods. With its solution driven products, supported by its product knowledge and customer service, Gripple is well placed to continue leading the way in the industry. And now Gripple has developed a revolutionary method of safe and simple Seismic Cable Bracing Systems. For further details contact: Gripple Inc. 1611 Emily Lane Aurora Illinois 60502 USA Tel: + 1 866 474 7753 Fax: +1 630 406 0664 Email: grippleinc@gripple.com Gripple Ltd. The Old West Gun Works Savile Street East Sheffield S4 7UQ UK Tel: +44 (0)114 275 2255 Fax: +44 (0)114 2751155 'SSOCIRiE YE+,BF INACNA' NEBS LEVEL 3 Gripple Europe 1, rue du commerce BP37 67211 Obernai Cedex France Tel: +33 (0)3 88 95 44 95 Fax: +33 (0)3 88 95 08 78 a oCNJ� Shelving and work bench details. All shelving and work benches are made from the wire rack system. All units are on casters j with at least 2 locking casters per unit WCY, W • p Q Item Number Description CC } 1 IV Stock Shelving 18" X 72"X 74" with 5 to 8 adjustable shelves 1- 2 2 Unit of Use Shelving - 24" X 72" X 74" with 5 to 8 adjustable shelves U 3 Bulk Bottles - 24" X 72" X 74" with 5 to 8 adjustable shelves 4 Pre Pack Blister Cards - 18" X 72" X 74" with 5 to 7 adjustable shelves 5 Completed E Kits - 18" X 72" X 74" with 4 to 5 adjustable shelves 6 Completed Cycle Fill - 18" X 72" X 74" with 4 to 5 adjustable shelves 7 Work Bench - 24" wide by 72" long. Work surface at 38" high with an over head shelf at 63" high 8 Work Bench - 24" wide by 60" long. Work surface at 38" high with an over head shelf at 63" high 9 Auto Med Stock Shelving 18" X 72" X 74" with 5 to 8 adjustable shelves 10 Jail Dispensing Stock Shelving 18" X 72" X 74" with 5 to 8 adjustable shelves CY. 11 Accuflex Stock Shelving 18" X 72" X 74" with 5 to 8 adjustable shelves sea 12 Processed Returns Shelving 18" X 72" X 74" with 5 to 7 adjustable shelves 13 Control Stock Shelving 18" X 72" X 74" with 5 to 8 adjustable shelves W 14 IV Stock Shelving 18" X 60" X 74" with 5 to 8 adjustable shelves LJJ PERMIT CENTER 15 Clean IV Pumps Shelving 18" X 60" X 74" with 5 to 8 adjustable shelves J CL 16 Tote Shelving 18" X 72" X 74" with 5 to 6 adjustable shelves - 17 Dirty IV pump shelving 18" X 72" X 74" with 5 to 6 adjustable shelves 0 U OC Z 1'; 061.) W Z it Z ch 0 0<W %.0 O m> N 0 O 0 + o ✓ SZ >wQ gie-1 wo .'v� U m 4 i Item # Job SUPER ERECTA SHELF® WIRE SHELVING • Unique Design: The open wire design of these shelves minimizes dust accumulation and allows free circulation of air, greater visibility of stored items and greater light penetration. • Durable Construction: Super Erecta shelves and posts are constructed of heavy -gauge carbon steel or Type 304 stainless steel. • Choice of Finishes: Super Erecta Brite" and chrome - plated for dry storage; Metroseal 3" with Microban® antimicrobial product protection and stainless steel for corrosive environments; and attractive epoxy color options for merchandising applications. • Versatile: Super Erecta Shelf® wire shelving can adapt to your changing needs. By using various accessories, hundreds of shelving configurations become possible. • Fast, Secure Assembly: SiteSelect" Posts have a double groove visual guide feature every 8" (203mm), circular grooves at 1" (25mm) increments; and are numbered at 2" (50mm) intervals. A patented, tapered split sleeve snaps together around each post. Tapered ' openings in the shelf corners slide over the tapered split sleeves providing a positive lock. Shelf is assembled in minutes without the use of any special tools. • Adjustability: Shelves can be adjusted at 1" (25mm) intervals along the entire length of the post. • Shelf Ribs: Run front to back, allowing you to slide items on and off shelves smoothly. • Shelf Accessibility: Shelves can be loaded/unloaded easily from all sides This open construction allows maximum use of storage cube. • Adjustable Feet: Bolt levelers compensate for surface irregularities. Note: Stainless stationary posts are equipped with stainless steel leveling feet. RECEIVED CITY OF TUKWILA INCOMPLETE LTR#4._ MAY 3 1 2013 PERMIT CENTER FILE COPY Permit vo. IEVVEli FOR COMPLIgNOCI PROVED 2 0 2013 of Tukwila G DIVISION *MICROBAN® and the MICROBAN® symbol are registered trademarks of the Microban Products Company, Huntersville, NC InterMetro Industries Corporation North Washington Street Wilkes-Barre, PA 18705 www.metro.com EMERSON,. SUPER ERECTA SHELF° WIRE SHELVING Wire Shelves Split Sleeve Model No. Super Erecta Brite 1424BR 1430 BR 1436BR 1442BR 1448BR 1460BR 1472BR 1824BR 1830BR 1836BR 1842BR 1848BR 1854BR 1860BR 1872BR 2124BR 2130BR 2136BR 2142BR 2148BR 2154BR 2160BR 2172BR 2424BR 2430BR 2436BR 2442BR 2448BR 2454BR 2460BR 2472BR Aluminum Split Sleeve • Metroseal 3: Metro's proprietary epoxy coating contains Microban® antimicrobial product protection. Microban antimicrobial protects the epoxy coating from bacteria, mold, mildew, and fungus that cause odors, stains, and product degradation. • See spec sheet 10.14 for epoxy color options. • Plastic split sleeves are included with each shelf Replacements are available: Cat. No. 9985 (bag of 4) • Aluminum split sleeves are recommended for abusive mobile applications and autoclave applications. Cat. No. 9986Z (bag of 4 with zinc C -rings) Cat. No. 9986S (bag of 4 with stainless steel C -rings) • Load capacity (evenly distributed) per shelf Depths: 14" to 24" (355 to 610mm) 800 lbs. (363kg) for lengths of 18" to 48" (457 to 1219mm) 600 lbs. (272kg) for lengths of 54" (1370mm) or longer • Load capacity (evenly distributed) per unit. Stationary shelving units have a maximum load capacity (evenly distributed) of 2,000 lbs. (907kg) Mobile units have a maximum capacity of three times the caster load rating up to but not exceeding 1,000 lbs. (453kg) total. Consult the Metro catalog for caster load ratings • SUPER ERECTA SHELF meets Government Specifications MIL -S -40144E. Approx. Model No. Model No. Model No. Nominal Width/Length Pkd. Wt. Chrome Metroseal 3 with Microban® Stainless (in.) (mm) (lbs.) (kg) 1424NC 1424NK3 1424NS 14x24 355x610 6 2.7 1430NC 1430NK3 1430NS 14x30 355x760 7 3.2 1436NC 1436NK3 1436NS 14x36 355x914 8 3.6 1442NC 1442NK3 1442NS 14x42 355x1066 91/2 4.3 1448NC 1448NK3 1448NS 14x48 355x1219 101/2 4.7 1460NC 1460NK3 1460NS 14x60 355x1524 14 6.3 1472NC 1472N K3 1472NS 14x72 355x1829 17 7.7 1824NC 1824NK3 1824NS 18x24 457x610 7 3.2 1830NC 1830NK3 1830NS 18x30 457x760 8 3.6 1836NC 1836NK3 1836NS 18x36 457x914 91/2 4.3 1842NC 1842NK3 1842NS 18x42 457x1066 11 5.0 1848NC 1848NK3 1848NS 18x48 457x1219 12 5.4 1854NC 1854NK3 1854NS 18x54 457x1370 141/2 6.6 1860NC 1860NK3 1860NS 18x60 457x1524 17 7.7 1872NC 1872NK3 1872NS 18x72 457x1829 20 9.1 2124NC 2124NK3 2124NS 21x24 530x610 8 3.6 2130NC 2130NK3 2130NS 21x30 530x760 9 4.1 2136NC 2136NK3 2136NS 21x36 530x914 11 5.0 2142NC 2142NK3 2142NS 21x42 530x1066 12 5.4 2148NC 2148NK3 2148NS 21x48 530x1219 14 6.4 2154NC 2154NK3 2154NS 21x54 530x1370 16 7.3 2160NC 2160NK3 2160NS 21x60 530x1524 18 8.2 2172NC 2172NK3 2172NS 21x72 530x1829 24 10.9 2424NC 2424NK3 2424NS 24x24 610x610 9 4.1 2430NC 2430NK3 2430NS 24x30 610x760 11 5.0 2436NC 2436NK3 2436NS 24x36 610x914 13 5.9 2442NC 2442NK3 2442NS 24x42 610x1066 15 6.8 2448NC 2448NK3 2448NS 24x48 610x1219 16 7.3 2454NC 2454NK3 2454NS 24x54 610x1370 19 8.6 2460NC 2460NK3 2460NS 24x60 610x1524 21 9.5 2472NC 2472NK3 2472NS 24x72 610x1829 26 11.8 Note: 14" (355mm) deep units. Free-standing units: Foot plates should be used and secured to the floor. Mobile units: maximum allowable post height is 54" (1370mm). SUPER ERECTA SHELF® WIRE SHELVING SiteSelectTM Posts Stationary Posts Stationary posts are equipped with a leveling bolt to account for uneven floors. • Height includes leveling bolt (completely tightened) and post cap Leveling bolt can be adjusted 1/2" (13mm). • Foot plates may be ordered separately and installed in place of leveling foot. • Replacement leveling bolts Zinc Cat. No. RPF04-004 Stainless Steel Cat. No. RPF04-004C • Replacement post cap for standard posts Black Cat. No. RPC06-035 Model No. Approx. Model No. Metroseal 3 Model No. Height Pkd. Wt. Chrome • with Microban Stainless Steel (in.) (mm) (lbs.) (kg) 7P 73/8 187 1/2 0.3 13P 13PK3 13PS 143/8 365 1 0.5 27P 27PS 283/8 720 13/4 0.75 33P 33PK3 33PS 343/8 873 2 0.9 54P 54PK3 54PS 547/16 1382 3 1.4 63P 63PK3 63PS 627/,8 1585 31/2 1.6 74P 74PK3 74PS 741/2 1892 4 1.8 86P 86PK3 86PS 861/2 2197 5 2.3 "96P 961/2 2450 51/2 2.5 *96P should not be used on units less than 24' (610mm) deep. Consult Metro Engineering for alternate recommendations. Mobile Posts (For use with Stem Casters) • Height includes post cap. Model No. Approx. Model No. Metroseal 3 Model No. Height Pkd. Wt. Chrome with Microban Stainless Steel (in.) (mm) (lbs.) (kg) 27UP 27UPS 273/4 704 13/4 0.75 33UP 33UPK3 33UPS 333/4 857 2 0.9 54UP 54UPK3 54UPS 5313/16 1366 3 1.4 63UP 63UPK3 63UPS 6113/16 1570 31/2 1.6 70UPK3 693/4 1771 33/4 1.7 74UP 74UPK3 74UPS 737/8 1876 86UP 86UPK3 86UPS 857/8 2181 4 1.8 41/2 2.0 Staked Posts (For use with Truck Dollies) • Each post connects to the truck dolly through the stem receptacle. The stem receptacle is staked into the bottom of the post to ensure a durable connection in abusive mobile applications. • Each includes a leveling/connecting bolt. Approx. Model No. Model No. Height Pkd. Wt. Chrome Stainless Steel (in.) (mm) (lbs.) (kg) 54P-STKD 54PS-STKD 547/18 1382 3 1.4 63P-STKD 63PS-STKD 627/16 1585 31/2 1.6 74P-STKD 74PS-STKD 741/2 1892 4 1.8 Swedged Posts (For use with Stem Casters in Cart Wash Applications) • Each post has an aluminum cap swedged into the top of the post. Approx. Model No. Height Pkd. Wt Stainless Steel (in ) (mm) (los 1 (kg) 33UPS-SW 333/4 857 2 0.9 54UPS-SW 5313/16 1366 3 1.4 63UPS-SW 6113/16 1570 31/2 1 6 SiteSelect Posts feature double grooves every 8" (203mm) to aid assembly. Special Length Posts Special -length cut posts are available. Consult your Metro representative for more information.. ire Shelving Job SUPER ERECTA SHELF® WIRE SHELVING ETR .. Super Wide Shelving • High-density Storage: Super Wide" shelves have a greater storage area for holding large quantities of supplies, especially large, bulky objects, providing maximum storage in minimum space. • Load Capacity (evenly distributed) per shelf: Depths: 30" and 36" (760 and 914mm) 600 lbs. (272kg) for lengths 48" (1219mm) or shorter. 400 lbs. (181kg) for lengths 54" (1370mm) or longer. Model No Model No. Metroseal 3 Model No Chrome with Microban Stainless Steel 3036NC 3036NK3 3036NS 3048NC 3048NK3 3048NS 3060NC 3060NK3 3060NS 3072NC 3072NK3 3072NS 3636NC 3636NK3 3636NS 3648NC 3648NK3 3648NS 3660NC 3660NK3 3660NS 3672NC 3672NK3 3672NS Nominal Width/Length n) (mm) 30x36 30x48 30x60 30x72 36x36 36x48 36x60 36x72 760x914 760x1219 760x1524 760x1829 910x914 910x1219 910x1524 910x1829 APproa Pod Wt (lbs ) (kg) 15 6.8 21 9.5 261/2 11.8 31 14 0 18 82 23 10.4 29 13.1 341/2 15.4 Foot Plates • Use to bolt units to the floor, or when a broader, more stable foot is desired. Foot plates also help to protect floors by distributing the point load of the shelving unit across a larger contact point. • Foot plates (completely tightened) add 1/a" (3mm) to the specified heights of each stationary post on the table. Zinc Cat. No. 9993Z Stainless Steel Cat. No. 9993S "S" Hook • Used to add on shelving units with only two posts required. Order two per shelf level. Cat. No. 9995Z All Metro Catalog Sheets are available on our Web Site: www.metro.com InterMetro Industries Corporation North Washington Street, Wilkes-Barre, PA 18705 Phone: 570-825-2741 Fax: 570-825-2852 For Product Information: U.S. and Canada: 1.800.433.2232 Latin America: 1.561.333.3824 Europe: +31.76.587.7550 L02-006 Printed in U.S.A. Rev. 11/08 Information and specifications are subject to change without notice. Please confirm at time of order. Copyright © 2008 InterMetro Industries Corp. Asia/Pacific: +65.6567.8003 Middle East/Africa: +971.4.811.8286 , FILE COP' Assembly Instructions Instructions d'assemblage Instrucciones. de-Ensamb.Iaje 1 Super Adjustable 2 Super Erecta 2-3 Super Erecta 4-5 qwikSLOT 4-5 InterMetro Industries Corporation North Washington Street, Wilkes-Barre, PA USA 18705 For Product Information, Call 1-800-433-2232 Pour de plus amples renseignements sur les produits, appeler au 570-825-2741 Para obtener informaciOn sobre el producto (lame al: 570-825-2741 Visit our Web Site / Visitez notre site Web / Visite nuestro sitio en la Web: www.metro.com Mobile 5 RECEIVED CITY OF TUKWILA MAY 3 1 2013 PERMIT CENTER I in9 Super Adjustable 2 Super Erecta Shelving TIP! For easiest assembly, 2 people are required. CONSEIL! L'installation est plus facile a effectuer a deux personnes. iSUGERENCIA! Es mas facil armar la unidad con 2 personas. Mobile Units Only / Unites mobiles seulement / Unidades moviles solamente: wedge cale curia sleeve manchon manguito 13 f 17 TIP! CONSEIL! iSUGERENCIA! Always use the numbers on the posts to help line up the wedges and keep the shelves level! Aidez-vous des chiffres des montants pour aligner les cales et mettre les etageres a I'horizontale. iGuiarse siempre por los mimeros en las columnas para alinear la cunas de fijacion y mantener nivelados los estantes! stationary post with adjustable leveling foot Montant vertical stationnaire avec pied de mise a niveau columna fija con pata de nivelacion J4.) _ J locked position Verrou ferme posicion trabada Attach wedge at desired location on post. Slide the wedge into position until until it snaps into the groove, then attach sleeve. Note: Mobile units: snap wedge into groove #5. Fixez la cale a l'endroit desire du montant. Glissez-la en position jusqu'a ce qu'elle s'enclenche dans la rainure, puis ajoutez le manchon. Remarque: Unites mobiles : enclenchez la cale dans la rainure n° 5.ranura N° 5. Colocar la curia en el lugar deseado en la columna deslizandola hasta que calce y se asiente en la ranura. Despues acoplar el manguito. Nota: En las unidades moviles inserte la curia en la ranura N° 5. Seat each shelf as shown, using a hammer and a board or a rubber mallet. Installez chaque etagere comme illustre, a l'aide d'un marteau et dune planchette ou d'un maillet en caoutchouc. Asentar los estantes en posicion tal como se muestra en la figura, usando un martillo y un taco de madera o un martillo de goma. Be sure that each release is in locked position. Rotate the wedges so the flat sides line up with the releases Verifiez que chaque verrou est ferme. Tournez les cales de fawn a ce que le cote plat se trouve devant la languette du verrou. Verificar que cada traba este en la posicion "trabada". Hacer girar las cunas para que el lado piano quede alineado con las trabas. Attach remaining shelves. Releases must be in locked position as shown at right. Montez le reste des etageres. Les verrous doivent etre fermes, comme illustre ci- contre. Colocar las otras estanterias y verificar que las trabas esten en la posicion "trabada", tal como se muestra en la figura. 2 J release in locked position Verrou ferme posicion trabada TIP! CONSEIL! ISUGERENCIA! "Total Assembly" is complete only after the shelves are properly positioned to maximize storage space. Shelf adjustment is best done with two people, but can be done by one. L'assemblage nest termine que lorsque les etageres sont positionnees correctement pour maximiser I'espace de stockage. L'ajustement des etageres est plus facile a deux personnes, mais peut etre realise seul. Tout en maintenant ('etagere, ouvrez les verrous et soulevez ('etagere de ses cales. El armado se puede dar por finalizado solo cuando los estantes esten definitivamente instalados para obtener maximo espacio de almacenamiento. Es mas conveniente hacer el ajuste de los estantes entre dos personas, aunque una sola tambien podria hacerlo. Reposition the wedges and sleeves. One person should hold the shelf up while the other person moves the wedges at the other end of the unit. Repeat the process for the other end of the unit. Deplacez les cales et leurs manchons. Une personne doit soulever ('etagere pendant que I'autre deplace les cales de I'autre cote de ('unite. Repetez le processus pour I'autre extremite de 1'unite. Reubicar las curies y los manguitos. Mientras una persona sostiene el estante, la otra puede desplazar las cunas del lado opuesto de la unidad. Repita el proceso para el otro extremo de la unidad. While holding the shelf, unlock the releases and lift the shelf up off the wedges. Tout en maintenant ('etagere, ouvrez les verrous et soulevez ('etagere de ses cales. Sostener el estante, abrir las trabas y levantarlo para desconectarlo de las cunas. Lock the shelf releases and lower the shelf onto the wedges. Fermez les verrous et abaissez ('etagere sur les cales. Llevar las trabas a la position "trabada" y bajar el estante para apoyarlo sobre las cunas. w L TIP! CONSEIL! ISUGERENCIA! When assembling product in confined spaces, use the bottom up assembly method at right. Si vous assemblez ('unite dans un espace confine, suivez la methode d'assemblage illustree a droite. Si debe armarse la unidad donde hay poco espacio, se puede usar el metodo de abajo hacia arriba que se explica a la derecha. 1. Stack all of the shelves except one on the floor. 2. Attach one wedge and sleeve at the top of each post. 3. Insert posts into corners of each shelf in the stack. 1. Posez toutes les etageres les unes sur les autres sur le sol, sauf une. 2. Fixez une cale et son manchon en haut de cheque montant. 3. Introduisez les montants dans les coins des etageres empilees. 1. Apilar los estantes sobre el piso, excepto uno. 2. Instalar una curia con su manguito en la parte superior de cada columna. 3. Introducir una columna en cada esquina de los estantes apilados en el piso. 4. Install top shelf, after pulling down the releases in each shelf corner. 4. Installez ('etagere superieure, apres avoir ferme les verrous des coins. 4. Instalar el estante superior despues de haber bajado las. trabas de cada esquina del mismo. 5. Raise next shelf above desired level. With free hand, attach wedges and sleeves, lower the releases, and lower shelf into position. 6. Repeat step 5 for remaining shelves. 5. Soulevez ('etagere suivante a la hauteur desiree. Avec votre main fibre, fixez les cales et les manchons, fermez les verrous et abaissez ('etagere sur les cales. 6. Repetez I'etape 5 pour les etageres suivantes. 5. Levantar el siguiente estante hasta la altura correspondiente. Con la mano fibre colocar las cunas y los manguitos, bajar las trabas y luego bajar el estante. 6. Repetir el paso 5 para la instalacion del resto de los estantes. 3 Super Erecta The finish of the Metroseal 3 and Epoxy Colored shelving is one of the toughest and most durable available. However, when assembling the unit never strike the shelf directly with a hammer or other object when seating the shelf. Instead, use a rubber mallet or a flat piece of wood to protect the finish before striking. La finition des rayonnages Metroseal 3 et Epoxy Colored (revetement epoxy) est l'une des plus resistantes et durables actuellement. Cependant, lors de ('assemblage de ('unite, ne heurtez jamais la tablette directement avec un marteau ou un autre objet en plagant la tablette. Utilisez plutot un maillet en caoutchouc ou un morceau de bois plat afin de preserver la finition. El acabado de la estanteria Metroseal 3 de color epoxico es uno de los mas duraderos y resistentes en el mercado. Sin embargo evite golpear el estante directamente con un martillo o cualquier otro objeto que se requiera al instalar. Es recomendable utilizer un martillo de goma para realizar la instalacion rill!Snap bead into groove. Introduisez i E— le talon dans t I'encoche. Inserte la R curia la ranura. \ ra. Wider at bottom. Base plus large. Mas ancho abajo. i Split Post (optional - optionnel - opcional) 0 WARNING 0 AVERTISSEMENT A ADVERTENCIA PINCH POINT POINT D'APPUI PELLIZCA 4 Level Unit. Mettez ('unite niveau. Nivele la unidad. Site Select'" Posts Super Erecta and Super Adjustable • Super Erecta SiteSelect' posts are grooved at 1° (25mm) increments and numbered at 2° (50mm) increments. Posts are double -grooved every 8° (203mm) for easy shelf positioning. Montants Site Select"' Les montants SiteSelect' Super Erecta et Super Adjustable (super-reglable) sont canneles par pas de 25 mm et numerotes par pas de 50 mm. Pour faciliter le placement des tablettes, les montants sont munis d'encoches doubles tous les 203 mm. Postes Site Select"' Los postes Super Erecta y Super Adjustable Super Erecta Site SelectTM estan ranurados en intervalos de 25 mm (1 pulgadas) y enumerados en intervalos de 50 mm (2 pulgadas). Los postes tienen ranuras en forma de dos anillos cada 203 mm (8 pulgadas), para facilitar la instalacian. i Split Post (optional - optionnel - opcional) 0 WARNING 0 AVERTISSEMENT A ADVERTENCIA PINCH POINT POINT D'APPUI PELLIZCA 4 Level Unit. Mettez ('unite niveau. Nivele la unidad. Site Select'" Posts Super Erecta and Super Adjustable • Super Erecta SiteSelect' posts are grooved at 1° (25mm) increments and numbered at 2° (50mm) increments. Posts are double -grooved every 8° (203mm) for easy shelf positioning. Montants Site Select"' Les montants SiteSelect' Super Erecta et Super Adjustable (super-reglable) sont canneles par pas de 25 mm et numerotes par pas de 50 mm. Pour faciliter le placement des tablettes, les montants sont munis d'encoches doubles tous les 203 mm. Postes Site Select"' Los postes Super Erecta y Super Adjustable Super Erecta Site SelectTM estan ranurados en intervalos de 25 mm (1 pulgadas) y enumerados en intervalos de 50 mm (2 pulgadas). Los postes tienen ranuras en forma de dos anillos cada 203 mm (8 pulgadas), para facilitar la instalacian. Super Erecta Accessories "S" Hooks Rods & Tabs J, Two per shelf required. 2 par tablette. Se requiere dos por estante. Super Erecta Dunnage Rack Mobile Unit Only. Unite mobile uniquement. Solo en unidad movil. 5 0 WARNING . AVERTISSEMENT A ADVERTENCIA All Mobile Units: Weight capacity is limited to three times (3X) the caster Toad rating or 1000 lbs. (454kg), whichever is less. "S" hooks must NOT be used in mobile applications. Unites mobiles : La capacite de charge est limitee a trois fois la charge nominale des roulettes ou a 450kg, selon le poids le plus faible. NE PAS utiliser de crochets en S sur les unites mobiles. Todas las unidades moviles: La capacidad de carga este limitada a tres veces la capacidad de carga de las ruedas o 1000 libras (454kg) (lo que sea menor). NO usar ganchos dobles de union en sistemas moviles de almacenamiento. Stem Caster Roulette a tige Rueda con espiga Dolly Chariot Carretilia de rodillos Assemble post, bumper and caster. Q Then assemble unit 0 Assombter le montant, le butoir et la roulette.t 0 Ensuite, assembler l'unite. 0 Arme el poste, el amilo de jebe y la rueda.• Qtuego arme la tinkled. •' l I ..- -_ :� Install bottom Super Erecta / .,shelf on bottom'groove.' Poser la tablette inferieure - Super. Erecta a t'encoche Inferieure. , . Instate el estante inferior Super Erecta en, la ranura inferior. 0 Assemble unit 0 aCni Primer° arms . (� J. For -Super Adjustable install bottom shelf For Super Erecta wire m install bottoshelf ' Pour les rayonnages'SuperAdjustable Super Erecta, poser 1'encoche No, 6 'Pour les rayonnages Super Erecta,' poser aI'.encoche No. 4 Para estantes.Super Erecta, instate el .ranura N5. 6. Para estantes Super parrilia y soiido; Instate en to ranura Ng. 4 first:- par assetribler tciite. la untried. Super:Erecta shelves, at groove #6. and solid shelves, at groove #4' ' la tablette inferieure a ills et piens , la tablette inferieure Adjustable Super estante: Inferioren la. • Erecta de disenos de el estante Interior �_ r — _ _ �= - J install bottom Super, Adjustable shelf at =:groove #i5 Poser la tablette inferieure Super Adjustable a ,i'.encoche No. 5: • instate el estante Interior Super Adjustable en la ranura 144: 5.. 5 qwikSlot Align post slots with indicator. Aligner tous les montants sur le repere. Alinear los tubos con el indicador. a s a 4 Stationary Fixe Estacionaria 4 4 4 a Mobile Mobile Movil e qwikSLOT Super Erecta shelves and posts are designed to be used with standard Super Erecta shelves when assembling a given unit. As a minimum, a standard Super Erecta shelf must be installed as the top and bottom shelves on the unit. Weight limited to 800 lbs. (363kg) per unit for stationary applications. Les tablettes et montants Super Erecta qwikSLOT sont con9us pour etre utilises avec les tablettes Super Erecta standard lors de ('assemblage dune unite. Au minimum, les tablettes superieure et inferieure de ('unite doivent etre de type Super Erecta standard. Poids limite a 363 kg par unite pour les applications fixes. Los estantes y postes qwikSLOT Super Erecta estan disenados para ser utilizados con estantes Super Erecta estandar en su montaje tambien. Como minima se debe instalar un estante superior y otro como el inferior. El peso se limita a 363 Kg. (800 lbs.) por unidad en el caso de aplicaciones fijas. For mobile applications, an additional standard Super Erecta shelf must be installed approximately mid -height on the unit. Weight limited to three times the caster load rating or 800 lbs. (363kg) maximum per unit. Pour les applications mobiles, une tablette Super Erecta standard supplementaire doit etre posee a peu Pres a mi -hauteur sur ('unite. Poids limite au triple de la charge de base par roulette soit 363 kg maximum par unite. Para aplicaciones mbviles, se debera instalar otro estante Super Erecta aproximadamente a media altura de la unidad. El peso se limita a tres veces la capacidad nominal de las ruedas o 363 Kg. (800 lbs.) como maximo por unidad. 6 Round hole every 7th slot for easy positioning. Trou circulaire situe toutes les 7 fentes pour placement aise. Un orificio circular por cada septima ranura facilita ubicacion. Locking Clip Accessory Attache a verrouillage Accesorio de Fijacion 10° 7 Any qwikSLOT shelf can be slanted 10° simply by adjusting the rear clips 2" (51mm) higher than the front clips. N'importe quelle tablette qwikSLOT peut etre inclinee de 10° simplement en reglant les deux attaches arriere 51 mm plus haut par rapport aux attaches avant. Cualquier estante qwikSLOT se puede instalar con una inclinacibn de 10°, para ello simplemente ajuste los seguros de la parte posterior a 51 mm (2') mas altos que los seguros frontales, creando asi una inclinaci8n. For a slanted shelf with a 45° slope simply install an 18' (455mm) qwikSLOT shelf in a unit with 14° (355mm) Super Erecta top and bottom shelves (use a 21' [530mm] qwikSLOT shelf in an 18' [455mm] Super Erecta unit; 24' [610mm] shelf in a 21° [530mm] unit). Pour incliner une tablette de 45°, it suffit de placer une tablette qwikSLOT de 455 mm sur une unite pourvue de tablettes superieure et inferieure Super Erecta de 355 mm (utiliser une tablette qwikSLOT de 530 mm sur une unite Super Erecta de 455 mm, et une tablette de 610 mm sur une unite de 530 mm). Para instalar un estante con una inclinacibn de 45°, instale un estante qwikSLOT de 455 mm (18') en una unidad con estantes Super Erecta de 355 mm (141 en la parte superior e inferior (use un estante qwikSLOT de 530 mm [21 "] en un unidad Super Erecta de 455 mm [18']; un estante de 610 mm [24°] en una unidad de 530 mm [21"]). • FORBEST PERFORMANCE... Units over 50" (127cm) high Should be assembled with at least y Y three shelves, and preferably four or more. Place shelving on sold and level floors 1 Level the unit by adjusting the leveling feet Install bottom shelf as low as pos5,bie. NSF requires that the • lowe51 shelf be at least 6' (152mm) above the floor • For moble units. Iubncate the casters regularly and replace wom { casters ,mmed,ately Super Erecta & Super Adjustable Super Stability.Guidelines / Allowable Height • . Stationary Units (free•sandngwtoout footplates Or wall brackets) Shelf Depth Maximum Allowable Post Height' ' 14' (356mm) 63(16CCmm) 18' (45771_ 86'(2184rnm) ii 21' (533mm) 11. 24' (610mm)!35' (2438mm) 30' (762mm) 96' (2438mm) POUR DE MEILLEURES PERFORMANCES,.. Les unites de plus de 1,27 m de haut davent Otte assemblees avec au moms trots etageres, et de preference quatre ou plus. P. Posez les etageres sur un sol horizontal et Terme it Ajustez I'nonzontahte a rade dos pieds de mise A niveau. Installez 1'etagere infe0eure le plus bas possible La norm° NSF oxige que retagere mleneure so Irouve a au moms 15.2 cm du sol. Unites obiles Iubn6et les roulettes et rereplacez ,mme4iaternenl les roulettems usees Guide de stabilitelhauteur autorisee pour les etageres. Super Erecta et Super Erecta super ajustable Unites fixes (sans plaques 4855 50 ou supports mu a ) Profondeur d'etagere) Hauteur de montant maximum autorisee' 356mm 1600mm 457mm - 2184mm 533mm 1• 2184mm 610mm 2438mm 36' (914mm) i 96' (2438mm) 'For all stationary units vmh footplates or wall brackets property attached 101,e floor or i wall me maxmum allowable p051 recta s 96' (2438m01) Stationary undo over 96' (2438mm) high are considered H•R.se appl:caSons and must be submtted to InterMetro engineering for renew prior to approval Consult your Metro representative for details. Mobile Units with stem casters • Shelf Depth Maximum Allowable Post Height ; :, Profondeur d'etagere ' Hauteur de montant maximum autorisee 356mm 457mm 533mm 610mm 762mm 762mm 2438mm 2438n•.•n PARA OBTENER M EJORES RESULTADOS: 3 Armar las unldades de mes de 50' (127 cm (de altura al mens con , fres estantes, preferiblemente 4 o :nes. Colocar la unload sobre un ptso 561d0 y reoetado F` La rbvelao6n final se puede hater con las pans n,veladoras. Instalar el estante inferior Io mos bajo pos,ble. NSF mdica que el estante ±, In'enor debe quedar al merles a 6' (152 mm ) sobre el peso Unidades movieslubncar las ruedas regularmenle y cambtar lnmed,atamente las ruedas desgastadasfl Pautas de estabilidad / Altura admisible • para Super Erecta,y Super•Adjustable Super Erecta j Unidades fijas(autososten,das an playas de 820y0m me0sulas en 1a pared) i Profundidad del estante ! Altura maxima admisible de la columna'? 14' (356mm) 63' (1600mm) 18' (457mm)_ 86' (2784mm) 21' (533mm) 86' (2184mm) 24' (610mm) _.• $ 96' (243810) .. a 914mm 1 ' Pour Coutes t00 unl8s Sons 3 2140'.09 03syse ou a sappoas m,'a bCubnrOes 31.0010001.01.0, i �lana,teur as mpn'art reaamum auloesee est 2431 Lesum:es 1,0000 hauteur supeneule a 24m sem CrsCerees COmme des appe200ns de grande 18.180 et dement etre Csn:te83 avec les rcenieun Icterllebo avant approbation. Veudlez v0us renseigner aupres 00 0000 representant Metro. u Unites mobiles a roulettes a tige 14' (356mm) • 54' (1372mm1 c 18' (457mm) i 74' (1880mm) ,', 21' (533mm) i 74' (1886mm) 24' (610mm) `.�-�. _ . 86' (218mm 4) 30 2m '(76m).. 86'(2184rium . . 36' (914mm) l 86' (2184rcm) r 914mm 2184mm 1372mm 188Grrm 188Cmm 2184mm ,.. 2184mm .� .—�.... ... r _^M Mobile Units with dolly platforms Shelf I Dolly„„, MaximAllowable Post Height_ Depth 5” & 6"umCasters "' 8" Casters 18' (457mm) 63' (1600mm) NIA 1 21' (533mm) 74* (1880mm) }$ 63* (1600mm) 24(610mm) ....ix.,.,.. 86:12184mm)._....3_..^ 74'(1880mm) _.._.. A -WARNING - TIPPING HAZARD ► Do not stand or climb on snetv,ng ► Place heavy objects on lowest shelf. Distebute weight as evenly a5 possible. ► Do not crop heavy objects on shelves 0r subject units t0 5h0ck sufh o. as fprkufts Or clothes ► Move mobile units along long axis only ( jam ). ► 8' 1203mm) diameter casters snould not be used on unit less than 21 (533mm) vitae. ► Stnctly follow weight capacity gutdellnes below. ► NEVER exceed 2000 lbs (900 kg) on any stationary Storage System or 1000 lbs (450 kg) on any mobile Storage System Failure to follow these instructions could result in personal injury or property damage. Unites mobiles a chariots Profondeur de 3.. Hauteur de montant maximum autorisee i('etagere du chariot ' Roulettes de 12,7 et 15,24 cm ; Roulettes Te 20,32 cm . 1% tgg 457mm 1600mm NID ,{ 7 533mm ii i! 188Cmm ? 1600mm .I 610mm • 1 _._ .. 218dmm _.__..... . 1880mm _.) v • A ATTENTION • RISQUE DE BASCULEMENT Si ► Ne gnmpez pas et ne vous tenet pas debout sur les etageres t s ► Placez les objets les plus lourds sur ('etagere la plus basso }1 ► Repamssez le pads auss, regulierement que possible. ► Ne laissez pas IOrnber d'Objet510uras Sur les etageres et ewtez Oe les neurter avec un chanot elevateur ou tine plate•f0mne 8 roulettes 30' (762mm( 96' (2438mm) 36' (918mm) a 96' 2418mm) " Paor64Ce3 ryas ton places de 43090 0 mens,.las bnnemente eteca, at 040 0 a 0 Dated w C { ra 852000 eamente le agora mos.• 4 adm,s de de la Wont, es 96' (.4313 nn ) 1e0.mdades los 40 i mos 0396' (2438mm) 03 a.Nra son cons,0eracas Como apkca00005 de 'gran &aura' y las ii cdnC•00r.05 y m04Cas aebe0 ser n;ic4Cas a 1„gen:era 00lnler8000 pare 500 se almabe el Oso tt y Ccos St40 aeta6es toe au 10prc35014010 de Metro. idpf Unidades m6viles de ruedas con vastago_ : Profundidad del estante 1 Altura maxima admisible de la columna 9 ► Deplacez les unites mobiles dans le Sens de lour Iongueur uniquement 132 ) 1• 4. ► N'ubhsez de roulettes de 20,3 cm de d,ametre que sur les unites de plus k ;i de 53,3 cm de largeur 8 i ► Respectez stncteerent les antes de capacrte a-dens°us 1 • Ne depassez JAMAIS 900 kg sur un systema de 5100 4ge fixe. ou 450 kg i • sur un systeme de st0ckag8 mobile Ne pas respecter ces instructions risque de provoquer un accident ou des degats materiels. . - • Weight Gapacity'(Even Capacite de poids (reparti Capacidad de peso (distribuido ly Distributed)',` uniformement) uniformemente) Shelf Tablette Estante Length of Shelf Longueur de tabiette Largo del estante Super Erecta Super Adjustable Super Erecta 24" —> 48" = 800 lbs. 610mm 4 1220mm = 363kg 54" 4 72" = 600 lbs. 1372mm 4 1828mm = 272kg SuperErecta Drop Mat qwikSLOT Drop Mat 36° 4 48" = 250 lbs. 910mm 4 1220mm = 113kg qwikSLOT 3611 - 60" = 300 lbs. 910mm 4 1525mm = 135kg Heavy Duty Super Erecta 36' 4 60° = 1000 lbs. 910mm 4 1525mm = 454kg Super Erecta Dunnage 24" '4 36" = 1600 lbs. 610mm '4 910mm = 725kg 48" = 1220mm m = lbs. = 590kg 60" = 1000 lbs. 1525mm = 454kg Heavy Duty Super Erecta Dunnage 48° = 3000 lbs. 1360kg lbs. 60" = 241220mm24 = lbs. 1828mm = 1088kg 14' (356mm) 18' (457mm) 2r (533mm) 24' (610mm) 30' (762mm) 54'(1372mm) 74' ((880mm) 74''(1880ovn) ` .._- . 86' (2184mm) 86'(21840010) 36' (9141000) 86' (2184mm) dades Unim6vilescon carretllla Profundidad del ; Altura maxima admisible de la columna estante) carretilla Ruedas de 5' (127mm) y 6' 1152mm) # Ruedas de 8" (203mm) 18'(457mm) 63*(1600mm) crC 21'(533mm) 74'(1880m00) { 63' (1600mm) 24' (610mm) 86' (2184mm) 74' (1880mm) , ._ _._.. ,lull.-......... ._._.r. ... .. ... ,lull. ._....__ ADVERTENCIA: PELIGRO DE VUELCO•; • NO parar5e en toe estantes nl u58n05 COma peldaloS. • Colocar los Objetas mos pesados en el estante ,nfenor • Distnbuir el peso de la targe to mes uniformemente posibie. • No dejar caer objetos pesados en los estantes y tamer precautions pare no golpeanos can m°ntacargas m carreullas • Desplazar las umdades movdes ,.nlcamente en la dIreccion de so rale mos largo • Cumpla estnctamente lo51.m4es de cargo mndaCaces a conunuac,dn (r=1) 4 • No usar ruedas de 8' (203 mm) en umdades de mens de 21' (533 mm) de anChO- • 0000193' NUNCA mes x13 2000/,6/43 (900 k de peso en nln9un Slstema de q Almacenam,ento oto. n, mos tae 1000 Maras (4o kgl en mngun Sretema de Almacenam,ent0 mewl El incumplimiento de estas instrucciones podria ser • causa de lesiones personales o Banos materiales. METROSEAL 3" Performance Warranty The inherent quality of Metroseal 3 shelves and Metroseal 3 posts for coolers assures long-lasting, satisfactory performance. High quality raw materials used in fabrication, coupled with superior craftsmanship in production, permit an extended performance warranty for initial owners and installations. Metroseal 3 shelves and posts are totally warranted against surface rust formation for a period of 12 years from purchase date by the initial owner. Metroseal 3 shelves and posts must be cleaned with mild detergents. The use of any abrasive materials and stiff brushes or scrapers will void this warranty, as will physical damage rupturing the coating, or sustained exposure to corrosive substances and vapors. Warranty applies only when the Metroseal 3 shelves and posts have been used continuously within a temperature range from -20°F to +120°F (-29°C to +49°C) with intermittent exposure up to 200°F (93°C). In the event of a warranty claim, a Metro representative will • examine the installation and determine return or repair. Repairs will be handled by the owner of the initial installation. Returns including disassembly and subsequent reassembly become the responsibility of the owner of the initial installation while replacements will be shipped prepaid F.O.B. Wilkes-Barre, PA. InterMetro Industries Corporation North Washington Street, Wilkes-Barre, PA USA 18705 For Product Information, Call 1-800-433-2232 Pour de plus amples renseignements sur les produits, appeler au 570-825-2741 Para obtener informacidn sobre el producto Ilame al: 570-825-2741 Visit our Web Site / Visitez notre site Web / Visite nuestro sitio en la Web: www.metro.com 4/2006 L01-344 rev. C Information and specifications are subject to change without notice. Please confirm at time of order Les donnees et caracteristiques techniques soot susceptibles d'etre modifiees sansreavis. Veuillez conftrmer au moment de la commande. Las informaciones y especiftcaciones Oscan sujetas a cambios sin previo aviso. Por favor, confirme a la vez que realize el pedido. !Jtm/ AI VAN'IAdI GIto1P ENGINEERS. I ,N C . • 600 I-.MC(1111 /\vutitle Project: 1 UKV.., to. Wit, k..'‘.,.,,t . Suite 305 Client ( il,v,, i Cincinnati, Ohio 45206 Project No I -? 4.07... 01 Date:_`4?`1/( r Ph. 513.396.890(1 Fax 513.396.8903 Engineer:--.LI"I Sheet Pt Am. 1 • FILE COPY REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 0 2013 City of Tukwila BUILDING DIVISION I RECEIVED CITY OF TUKWILA MAY 3 1 2013 PERMIT CENTER ►. • pOf1f,r1/ 1 *� ✓/a l ... EIS!; e.. i rIARM 69944 "ilitlilf MVO' St .i'�,>,►.c. t3t /4 ►:i'\(t If- 1.) - SI/ f=1(11 -•'I /P 11,10.1; tilt ci\571:r s (t I.(', NV , 1- rt.6) .1ttt_' D/(, /111ti( Is fa 71 I'/1(:)t S>111(r ',t 1 /1Jf1/1(/11 !:7 ('l-/111`'(/.1 1(,►1 O i V.1:11121: 51..1:.(.1= %I Ssi-n1111.`( (�.� . S1.t(_;..1 II fui1 vvii(I11r, C. rot ti-( ()It It t� x,11► -(_t � I_ /}`► n(I 1t'.1) t�C:'irl.r( 51f/ t=.1 (--1-) INCOMPLETE LIR/LA.. (tics I), `( ('fit` C't•-• )-‘1L1J1,, A1i/)(.►1( 1.5•IC') ril (-1 I C t -11r (.47 1,)I In/ 1 11 1('1(1: 11%I-0 (.D(i r, ,u, P1_I,1,1 .Svt 1 i)r V.))i.co It{.(H /1.S5r.,w3ey AL( 11, (,t' sit( r1 t13 L(3 ( v-klC i' I (_)•t1l(_�J'. SI kr 1C' 1- I 1 i)(.1 11 O t:,r-01 CL.. f) ._1',N (41_. O! �� �t,l � (ttz.k1(.1t.'1 iv\1 lir,', 1-vr)1(., /}11!vt_110) 1,, s Mc) (. At:( I. I,01)(frA, S,tt= Ai A(Ill r) ( ,li Ci -1F ( 1- A DVANTACiE CROUP R N (i I N l: II R S. 660 I.,IIICOIn Menne Project: l UV 11•)1T. t_/1 11>) IV) i'. 1 1•);)!,1: Suitc 305 Client. (')/•'l}.)1: a 2j_ Ciucintlati, Ohio 45206 Project No.: i.3(foz. 01 Date. OS Will Ph. 513.396.8900 Fax 513.396.8903 Engineer. X11-1 Sheet -r -.1"(-11-.)t) 1 VJIt/1(' (",/‘ 115 /-10.%).0.11)S11I:Lr- 1.1'.t, s1 O1)I:R rIu2,, IY(.41" (IA rI%11,1 rt. -F-IP. L 11 Pt /lir (S I f (.1.',1 \ - /7 1X,/\"/\/\ /r I <,I II .1 ( M( r.1, 1'I_ ('. (.11i.1(!,1 1<< i'IP. ('=-.S1n"t.r:l r(, t/(,' ri (i rid /,I U(Irn1'j' (PR_ t'!/.r (71 V. 1.1'!.r.'. I ( _.(y(s(OA, F(...mir S(./,(s oti (,nnp(: 1/1" 0 ( (1:),J11=1? t (1,0E0(,1'• 110 \/-.1 �(.12 Cy,/ /,r.) (,1I •l(( !..) J a l' I:.r l:IS (.) A(.3(_t--i. VW-AO:0 < l,.l tiIV i."1(_}� 1 l��''- I /,,,1 vairmitmumm ADvANTAGE GROUP ENGINEERS. INC. TP. ( 660 Lincoln Avenue Project: tilikv.), I 1/, Sui1e. 305 ( ca_f Cincinnati, Ohio 45206 Project No.: Mot. 01 DSIatckt Ph. 513.396.8900 Fax 513.396.8903 Engineer: 011 s.c IN' .1 C."). V/yloost,ol. ( ci•-• 1, () P • 1--) •/ .)•-- "/,0.)9 "/0,) Of fly 1 1. )c, 6 P1,1 ;11 f -%ort I:- 1101)-1 ••• I • (Ic tAy 10; /01 t./\ Si s • /0i 0 r•-• (),/, i:),,(re 0)„ . .(). • .,;) 1 ( 1-;• i(„?) p., • I (A)4(,, 0,4 017.91( .1) I. IV ('), 7 062- 1.,?..f.•\ 0( 0.(r6 /00 • I) - /INA \man -vivo( tfaimittnatly, GROUP ENGINEERS, INC. 660 1:incol11 Avenue Suite 305 Cincinnati, Ohio 45206 Ph. 513.396.8900 Fax 513.396.8903 .3,0A,,t• .4•," 1 f: s1‘,11: S Idr\ vr.e.„ If • , o t K 1)roject: t )V, kIJ 1 (/ (' )i; 10! f Project No: Date: Od/' /13 Engineer: " Sheet (./.‘ /— t• \/. 1)( y,,cr l. '5() 0, ply 1,, 1 • 0.7,0(., )0 LA: )(/‘,\ op“) s( /',I- !It $. At? II) i /11 CAA„Ak ()km //1 IV! CA10-1- I-% Ai 2. ( A I (,),:m91 tz,e1) )/-C 'j 1-()w.)1.) !Li ri cl ;) It II. (..)pf) \ . 2Y, ,(0.1 13 /,1(-) )1 `) ( , 7 , by 011(.1 .`,/s Ape -10A mos; rig PI?. I' 1, 11,,sf, ," f5ty4', y - ( \ ))4;/ /1 )1f,111 -ma eN): P (PA,. Taralaualt_i_oi 660 Lincoln Avenue ADVANTAGE GROUP suite 305 ENGINEURS, INC. /1'1;3( Project: IL' ,.) CHU(' 0,0A' c'ir '- Cincinnati, Ohio 45206 Project No.: 1-340-4.01 Date: /1-4 yi 513.396.8900 Fax 513.396.8903 Engineer: Sheet,: ! t' 1 ‘)t r ( M ( A( r{/1,01tr„,a, 1? -e, s i 51,6 1.5t,•(1':; 3)(i.S(.- % 1-• tit) 1-11 N?ri As- ) ; 100-- - /111, — f'9(\ 011 APC-t„Nor-.. ()1.1(,7 14 ,owitimillukt, .ce OF 04; „V ft c• r,) 1,.1( 06. I P.A.,,ru. ) ?loner Fl1STENC:RS PRODUCT INFORMATION 1111edge-iolx° PE3RFORMI IEDJ TA\ Allowable Load Capacities for Wedge -Bolt installed in Normal -Weight Concrete at Critical Spacing and Edge Distances" Nominal AnchorDiameter Diameter tl In, (I11In) MI1381111n1 Embedment pepth h, In. (ram) Mlnlinum Concrete Compressive Strength (f j 2,000 psi (13.13 Ml'a) )) 4,000 psi (27.6 MI'a) 6,000 psi (el' .4 MI'0) ) Tension Ibs, (1:N) Shear Ibs. (kN) 'Pension Ibs. (kN) Shear Ibs. (kN) Tension Ibs, (kN) Shear Ibs. (kN) 1/4 (6.4) 1 (25.4) 180 (0.8) 230 (1.0) 335 (1.5) 4/0 (1.0) 415 (1.9) 540 (2.4) 1 1/2 (38.1) 360 (1.6) 600 (2.1) 11811 (4.0) 500 (1.7) 500 (2.2) 535 (2.4) 520 (1.3) 620 (1.8) 565 (2.S) 2 (50.8) 985 (4.4) 520 (2.3) 1,245 (5.6) 670 (2.9) 2112 (G3.5) 500 (2.?) 1,165 (5.)) 520 (7.3) 3,315 (5.9) 6/0 (2.9) 3(8 (9.5) 11/2 (38.1) 2 (50.8) 415 (2.3) /50 (3.4) 690 (3.0) 1/5 (3.4) 630 (2.8) 980 (4.4) 860 (3.8) 860 (3.8) 160 (3.4) - 1,300 (5.9) 1,400 - (G.?) 1,400 (6.2) 21/2 (63.5) 1,025 (4.6) 860 (3.8) 1,330 (6.0) 860 (3,11) 1,835 (8.3) 1,400 (6.7) 3 (76.2) 1,450 (G.5) 1,030 (4.5) 1,935 (8.1) 2,535 (11.4) 1,080 (4.8) .1,300 (5.1) 2,475 (11.1) 3,110 (14.0) 1,400 (6.2) 1,400 (6.7) 3 1/2 (88.9) 1,8/5 (13.4) 1,205 (5.3) 1/2 (11.1) 2 (50.8) 715 (3.7) 1,240 (5.5) 985 (4.4) 1,420 (G.3) 1,620 (7.1) 1,195 (5.4) 1,620 (7.3) 1,900 (8.4) 1,990 (8.8) (1/2 63.5) 1,025 (4.6) 1,450 (6.4) 1,300 (5.9) 3 (76.2) 1,480 (6./) 1,550 (6.8) 1,950 (8.8) 1,810 (8.0) 2,345 (10.6) 1,990 (8.8) 31/2 (88.9) 1,515 (6.8) 1,890 (8.5) 2,005 (8.9) 2,120 (9.5) 3,155 _ (14.7) 2,040 (9.0) 2,915 (13.4) 2,150 (9.5) 4 (10'.6) 2,165 (9.7) 2,2/0 (10.1) 3,155 (14.7) 7,400 (10.8) 518 1519 ( ) 21/2 (63.5) 3 (76.2) 855 (3.8) 1,140 (5.1) 1,800 (8.1) 1,980 (8.8) 1,180 (5.3) 3,845 (8.3) 2,560 (11.3) - 2,560 (11.3) 1,125 (/.13)(113) 2,240 (10.1) 2,545 2,650 (12,6) :31/2. (88.9) 1,430 (6.4) 2,160 (9.6) 2,510 (11.3) 2,560 (11.3) 2,/60 (11.4) 2,850 (11.6) (10 .6) - 4 1/2 (I i4.:3) 2,060 (9.3) 2,695 (12.1) 2,385 (10.6) 2,615 (11.6) 3,190 (14.4) 3,816 (11.4) 2,785 (12.3) 3,010 (13.4) 3,580 (16.1) 3,070 (13.4) 4,400 (19.8) 3,190 (14.?) 5 (127.0) 3,325 (15.0) 2,640 (12.6) 4,555 (10.5) 3,240 (14.4) 5,215 (23.5) 3,370 (14.9) 3(4 (19.1) 3 (76.2) 1,080 (4.9) 2,3/0 (10.5) 1,620 (7.3) 3,030 (13.4) 2,1/5 (9.8) 3,700 (16.4) 31/2 (88.9) 1,430 (6.4) 2,615 (11.6) 7,330 (10.5) 3,705 (11.1) 2,840 (11.23) 4,100 (18.7) 4 (i0'.6) 1,780 (8.0) 2,865 (12.1) 3,035 (13.1) 3,395 (15.3) 4,380 (19.4) 4,665 (70.8) 3,505 (15.8) 4,180 (18.8) 4,500 (20.0) 4 960 0'1..0) 4 1/2 (114.3) 2,310 (10.4) 3 180 ((4.5) 5 (127.0) _^ 51/2 (139.1) 2,835 (12.8) 3,360 (15.1) 3,695 (16.4) 4,160 (18.5) 3,755 (16.9) 4,115 (18.5) 4,935 (21.9) 5,210 (13.1) 4,850 (21.8) 5,520 (24.8) 5,425 (24.4) 5,890 (26.2) 6 (1 52.4) 3,805 (I /.5) 4,530 (20.3) 4,4/5 (10.1) 5,490 (74.4) 6,190 (2/!3) 6,315 (78.1) I. A'1o.' 1, e!old <ap th (s Iist<d arc <a'cuhrd utrny an app zd satrty lacier of .10. CIiC<al and rnh t yn sprio!) and <d)e d.s!an<cs at t:<:I as Itduct'on la<leis fa Inrrui¢d-ale !3 O g acd c443e ititaticc.t are1404 In 0 e 0 s5gn (lil<ria talion 3. lineal Int<+Iw'at!on mal Ga uttd to d'rt tr ne :;'y:rab5' folds lot Inrnned+tle (n.t c -J gtnts acd arp,<SVC? SII(r:gll.s Pnwels USA: (33(1(3) 574.3744 at (914) 735 6300 Canada: (905) 673.71.95 m (514) 631-4216 www.)aowers.com 4 44 SUPER ERECTA0 STARTER AND ADD-ON UNITS RIGHT ANGLES s O COMBINATION o-( Slatter 131 'S" think location 0 Shelving Starter and Add -On Units Save time and money by eliminating adjacent posts and replacing with "5" hooks. 6 Starter Units consist of four posts and indicated number of Super Erecta shelves. Add•On Units consist of two posts, indicated number of shelves, and two "S" hooks per shelf, for attaching shelf to adjacent unit. For additional wire shelves, order (rola page 42. IAD•TO•[ND 7 1 Starter Arld•On Shelving Starter and Add -On Units -- Easy Order Guide 4 Shelves 63• (I600mm) Posts (63P) Cllromo•Plntegl 16• (111r.n)W731 Stullt AG10n 1I' (fY>.nr.,)5543/ »• (716,71) MS/ Simla AGS Oa St tilt A43O.1 5 Sholvos 74 (IGbamnt) Posts (MP) StuL•r Ad10., Stull, AG'On 511317C 5A11317C 611417C 5At1417C 24' Cat. Ho. 113160 At13160 (1416C A114160 (1516C A115160 (610111111) Replacement "S" Hook 2 are required for each storage level. Cat. No. 9995% Security "S" I -look 2 are required for each storage level. Chrome. Cat. No. I19995C • Black. Cat. No.11999511 Chrotno•Platorl t1' (61Cam)Y.1:t Stull AO OA 5(15170 6At1517C Long WI. Ibs. (kg) 42 (10) 35 (IG) 46 (21) 39 (10) 50 (23) 43 (20) 51 (23) 43 (20) 57 (26) 40 (22) 62 (20) 63 (2.1) 30' Cnl. tUo. 113260 AN32GC t1426C At14260 115260 At/526C 5113270 5A11327C 511427C 6A11427C 6115270 5A115270 (760111111) Long W1.I6s. (k9) 47 (21) 40 (10) 62 (24) 45 (20) 57 (26) 50 (23) 50 (20) 60 (23) 64 (29) 56 (25) 71 (32) 62 (20) 36' Cnl. No. 113360 At/336C 114360 A(14366 115360 A11536C 511337C 6A11337C 6114370 5A1)4370 6(15370 6A11537C (014mrn) I.ong WI. lbs. (kg) 42' Cal.11o. (1066inrn) Long WI. Ibs. (kg) 40' Cal. tio. (1210111111) Long WI. Ibs. (kg) GO' Cnl. Ilo. (1524n1rn) 10119 WI. lbs. (kg) 72" Cal.1)0. (1020mm) Long WI. lbs. (kg) 94 (43) 53 (24) 46 (21) 59 (27) 62 (24) 65 (30) 50 (26) 65 (20) 67 (26) 73 (33) 65 (20) 01 (37) 73 (33) 113460 A113160 114460 AI1446C 1)5460 A115460 6113470 5111)347C 5114470 6A114470 5115470 6At1647C 57 (26) 50 (23) 65 (20) GO (26) 72 (33) 65 (20) 70 (32) 62 (20) 01 (37) 73 (33) 09 (40) 01 (37) 113560 At13560 (14560 A114560 11556C A115560 5113570 5A(1357C 511457C 5A114570 6115576 5A11557C 03 (20) 56 (25) 71 (32) 04 (20) 70 (36) 72 (33) 70 (35) 70 (32) 00 (40) 00 (30) 00 (44) 00 (41) 11366C A113660 114666 Ar14666 115660 A115660 611367C 61013670 5(14070 GAt14G7C 511507C 6A115670 02 (31) 75 (34) 00 (40) 01 (37) 90 (44) 01 (41) 102 (.16) 03 (42) 109 (40) 101 (46) 122 (55) 113 (51) (13766 A113760 114760 At147GC 115760 A1/5760 511377C 6A1/3770 5114776 5At14770 5115776 5A115770 07 (39) 08 (44) 02 (42) 120 (84) 113 (51) I..:lilt 'I'll 1 / / . 1..01.1\A;t ;511 I I;II,( Wvi 117 (53) 109 (40) 122 (55) 113 (51) 149 (60) 141 (04) `SlrurlurulIGonsullunts, ADVANTAGE GROUP ENG I N E E R S. INC. 660 Lincoln Avenue Suite 305 Project. 1UVi» Client• L,.re Cincinnati, Ohio 45206 Project No.: ) (>07.()) Date CSS /7 3 /► Ph. 513.396.8900 Fax 513.396.8903 Engineer. S 1 L( Sheet 34.-1 c wit r rsoPt: 5,.1cr_r- mr_mpf(L L2 Si:- ,t^rr-ncvnrs- fi ,S _ C.LA nrs's • 10 TEE. 5l-tGc.j f(i Gf-Tt4Fti /./ (';r ., rzr_,.) CA (VS 13 P. 1J(L / p. Ir)r-N= S k LF. — f Rues > - c t (3LI 6aficrib 17)•05 MLpn(.r PLntJ VctvJ of V -/f '-I SHELF' G204' P FTru L. C2) Cn&1L C.LAr P! mx,J e /�L� 'C raoCL'4I — $I.ICt.r- Glr.(, want_ stirtr: Vbi c c,ss,.\Fr ri1L , iP.caltr. r' CAeu= Iv I ,' ► (ort Pru rr a s ris,ntc PPnct%,stc) CD,,c SLA 13 B(lftc N r ( I95,.,, m.to li.irot,f)ace) ?At,• •r,o„ — Incl, (6 iowe(Zs 4, WCOC[ ri AL'1 •t scan, /a,JGrl of May 16, 2013 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Devin Hemeon 14432 SE Eastgate Wy, Ste 230 Bellevue, WA 98007 RE: Incomplete Letter #1 Development Permit Application Number D13-168 Omnicare — 12674 Gateway Dr Dear Mr. Hemeon, This letter is to inform you that your response to Incomplete Letter #1 received at the City of Tukwila Permit Center on May 15, 2013 is determined to be incomplete. Before your application can continue the plan review process the attached/following items from the following department(s) need(s) to be addressed: Building Department: Allen Johannessen at 206 433-7163 if you have any questions regarding the attached comments. 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 plans, 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. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431-3670. Sincerely, fer Marshall t Technician File No. D13-168 W:IPermit Centerllncomplele Letters120131D13-168 Incomplete Letter #2.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Tukwila Building Division Allen Johannessen, Plan Examiner Determination of Completeness Memo Date: May 16, 2013 Project Name: Omnicare Permit #: D13-168 Plan Review: Allen Johannessen, Plans Examiner The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Since the racks are non -fixed moveable fixtures or free standing fixtures over 5'-9" requiring a building permit for the installation thereof; all rack storage fixtures installed under the provisions of a building permit shall be anchored or braced against overturning or displacement due to earthquake events. Provide manufacturers specifications and show how racks shall be seismically braced. Should there be questions concerning the above requirements, contact the Building Division at 206-431-3670. No further comments at this time. ¶ERMIT COORD COPY PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-168 DATE: 05-31-13 PROJECT NAME: OMNICARE SITE ADDRESS: 12674 GATEWAY DR Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter Revision # After Permit Issued DEPARTMENTS: (0 14.1J gding4tliLn 111 Public Works ❑ Structural n Permit Coordinator /Mn AVG (`2o' �3 Fire Prevention 1111 Planning Division R DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 06-04-13 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: DATE: Structural Review Required No further Review Required APPROVALS OR CORRECTIONS: DUE DATE: 07-02-13 Approved ❑ Approved with Conditions it Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit CenterjiseOnly CORRECTION LETTER MAILED: Departments issued corrections: It Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: Documents/routing slip.doc 2-28-02 Wf PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-168 PROJECT NAME: OMNICARE SITE ADDRESS: 12674 GATEWAY DR X Original Plan Submittal . Response to Incomplete Letter # DATE: 05-15-13 Response to Correction Letter # Revision # After Permit Issued DEPA T E TS: ui ding Division 11 Fire Prevention Public Works n Structural n Planning Division Permit Coordinator • DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 05-16-13 Complete n Incomplete Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Intc�� 7 LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg [ Fire 0 Ping 0 PW 0 Staff Initials: r TUES/THURS ROUTING: Please Route n Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 06-13-13 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: Documents/routing slip.doc 2-28-02 • City -of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: DD1' \ / Plan Check/Permit Number: Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner IbE Project Name: Qyl1hi uk-cp Project Address: ©w i cp ` i U7 Li. Go ii ,,o 1 ti 'ii'. , T vlf vsi (a W )1/4 Contact Person:De-y y' Ne,c o'n Phone Number: 02-5) —529O Summary of Revision: A. tided 2 • y cS (, -r )laittoITS stoc Shelvtti icpfmn RECEIVED 3M r7 1 ,i11.1 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all a'ieas'of revision-includiiig date of Received at the City of Tukwila Permit Center by: Entered in Permits Plus on E-"1 13 H:\Applications\Fovns-Applications On Line\2010 Applications \7-2010 - Revision Submittal.doc Created: 8-13-2004 Revised: 7-2010 Contractors or Tradespeople Pri ter Friendly Page 1 General/Specialty Contractor A business registered as a construction contractor with L&I 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 SWINERTON BUILDERS 4159841248 260 Townsend St San Francisco CA 941071790 Out Of State Corporation UBI No. 409013296 Status Active License No. SWINEB'992DR License Type Construction Contractor Effective Date 3/19/2001 Expiration Date 12/28/2014 Suspend Date Specialty 1 General Specialty 2 Unused Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status SWINTB0997JT SWINERTON BLDRS OF OREGON INC Construction Contractor General Unused 4/30/2001 6/5/2005 Archived SWINEII022DZ SWINERTON INDUSTRIAL INC Construction Contractor General Unused 3/9/1998 8/1/1999 Archived WESTWSC042C2 WESTWOOD SWINERTON CONST INC Construction Contractor General Unused 2/22/1996 2/12/2001 Archived SWINDI.0550Q S W INDUSTRIAL INC Construction Contractor General Unused 9/18/1995 9/13/1998 Archived WESTWCC0505B WESTWOOD CONSTRUCTION COMPANY Construction Contractor General Unused 8/2/1995 8/14/1996 Archived WESTWCD161PR WESTWOOD CORP DEVLPRS/CONTRS Construction Contractor General Unused 10/19/1984 8/14/1995 Archived WESTWC'215NM WESTWOOD CONSTRUCTION CO Construction Contractor General Unused 8/14/1979 8/14/1985 Archived SWINEW'336J4 SWINERTON & WALBERG CO Construction Contractor General Unused 4/24/1967 8/1/2001 Archived BUDBACI990DN BUD BAILEY CONSTRUCTION INC Construction Contractor General Unused 3/15/2001 3/18/2007 Expired SWINEBN970J5 SWINERTON BLDERS NORTHWEST INC Construction Contractor General Unused 4/25/2003 7/19/2009 Out Of Business Business Owner Information Name Role Effective Date Expiration Date RAFFERTY, GARY JOSEPH President 12/07/2012 SCHOWALTER, LINDA GERTRUDE Vice President 12/07/2012 FOELLMER, JR, FRANK Vice President 12/07/2012 ADAIR, DONALD DEAN Vice President 12/07/2012 FOSTER, ERIC MICHAEL Vice President 12/07/2012 HOLDEN, ANDREW C Vice President 11/17/2008 RE, MICHAEL Vice President 01/01/1988 GILLETE, JAMES R Chief Executive Officer 03/19/2001 12/07/2012 BRINKHOFF, RANDALL DEAN Chief Financial Officer 08/05/2005 12/07/2012 CAPENER, JOHN T President 11/17/2008 12/07/2012 HIGGINS JR, DAVID M President 11/17/2008 12/07/2012 SUNDGREN, DONALD ERIC President 08/05/2005 12/07/2012 CHAPMAN, JOHN BRYAN Secretary 08/05/2005 12/07/2012 Page 1 of 3 httns://fortress.wa.i?ov/lni/bbip/Print.aspx 06/27/2013