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HomeMy WebLinkAboutPermit D16-0116 - MALLORY PAINTS - MINOR MODIFICATIONSMALLORY PAINTS 339 TUKWILA PKWY D16-01 16 Parcel No: Address: Project Name: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 0223000010 Permit Number: D16-0116 339 TUKWILA PKWY MALLORY PAINTS Issue Date: 5/31/2016 Permit Expires On: 11/27/2016 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: BETA HOLDINGS LTD 18827 BOTH ELL WAY NE , BOTH ELL, WA, 98011 CARL PIRSCHER 23114 100TH W , EDMONDS, WA, 98020 OWNER AFFIDAVIT - ON FILE MALLORY PAINTS 307 TUKWILA PKWY , TUKWILA, WA, 98188 Phone: (206) 368-9668 Phone: Expiration Date: DESCRIPTION OF WORK: MINOR ALTERATIONS TO EXSTING GRID TO ADD LIGHTING, INSTALL STORE FIXTURES AND MINOR CHANGES TO HVAC AND ELECTRICAL. THERE WILL BE NO STRUCTURAL ALTERATIONS. Project Valuation: $22,500.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $924.38 Occupancy per IBC: B Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2012 2012 2012 2012 2012 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Volumes: Cut: 0 Fill: 0 Number: 0 Water Meter: No Q/rillill Permit Center Authorized Signature: 1W Date: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. J�r`wt /Vl' rl citty Date: This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: 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. Periodic special inspection is required during anchorage of storage racks 8 feet or greater in height. 6: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 7: 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. 8: Every occupied space other than enclosed parking garages and buildings used for repair of automobiles shall be ventilated in accordance with the applicable provisions of the International Mechanical Code. 9: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 11: 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. 12: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 16: 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" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 13: 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) 14: 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) 15: 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 service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3) 17: Maintain fire extinguisher coverage throughout. 18: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 19: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 20: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 21: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.9.1) 22: Aisles and aisle access ways serving as a portion of the exit access in the means of egress system shall comply with the requirements of this section. Aisles or aisle access ways shall be provided from all occupied portions of the exit access which contain seats, tables, furnishings, displays and similar fixtures or equipment. The required width of aisles shall be unobstructed. (IFC 1017.1) 25: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems shall be done in accordance with applicable standards. (IFC 901.4) 23: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 33: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 27: An approved manual fire alarm system including audible/visual devices and manual pull stations is required for this project. The fire alarm system shall meet the requirements of Americans With Disabilities' Act (I.B.C.), N.F.P.A. 72 and the City of Tukwila Ordinance #2437. 28: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437) 26: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2437) (IFC 901.2) 29: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 30: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.9 of the International Building Code. 24: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 31: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 32: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL 0409 FRAMING 0406 SUSPENDED CEILING CITY OF TUK$ _ JA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. Ntaid �t(/ Project No. 1� 1 - 7 (- J(f Date Application Accepted: Date Application Expires: (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: 307 TUKWILA PARKWAY King Co Assessor's Tax No.: 022300-0010 Suite Number: Floor: Tenant Name: MALLORY PAINTS-TUKWILA New Tenant: 1 Yes ..No PROPERTY OWNER Name: Same as Architect Name: Beta Development LLC Architect Name: Carl F. Pirscher Address: 18827 Bothell Way NE 110 Address: City: Bothell State: WA Zip: 98011 CONTACT PERSON — person receiving all project communication Name: Same as Architect Company Name: CDA + Pirscher Architects Architect Name: Carl F. Pirscher Address: Address: Engineer Name: City: State: Zip: Phone: Fax: Zip: Email: Fax: Phone: GENERAL CONTRACTOR INFORMATION Company Name: Company Name: CDA + Pirscher Architects Architect Name: Carl F. Pirscher Address: Engineer Name: City: EDMONDS State: WA Zip: 98020 City: State: Email: carlp@cdaarch.com Zip: Phone: Fax: Phone: Fax: Contr Reg No.: Email: Exp Date: Tukwila Business License No.: H:\Applications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-I l.docx Revised: August 2011 bh ARCHITECT OF RECORD j7095) -- Name: "' 1`t1.0 ^' o(" ' er dwy Company Name: CDA + Pirscher Architects Architect Name: Carl F. Pirscher Address: 23114 100 W Engineer Name: City: EDMONDS State: WA Zip: 98020 Phone: (206) 368-9668 Fax: (206) 368-9558 Email: carlp@cdaarch.com City: ENGINEER OF RECORD j7095) -- Name: "' 1`t1.0 ^' o(" ' er dwy l Address: Company Name: Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per R�CCW�1�9.y22 j7095) -- Name: "' 1`t1.0 ^' o(" ' er dwy l Address: City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATI( 206-431-3670 Valuation of Project (contractor's bid price): $ 22,500 Existing Building Valuation: $ 880,200 Describe the scope of work (please provide detailed information): Minor alterations to existing grid to add lighting,install store fixtures and minor changes to HVAC & Electrical (these are deferred submittal). There will be not structural alterations. Will there be new rack storage? m 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: 107 Compact: 50 Handicap: 4 Will there be a change in use? ❑ Yes I No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ® Sprinklers ❑ Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 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 \20I i ApplicationsTermit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1st Floor 40,067 3,570 0 0 VB B 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: 107 Compact: 50 Handicap: 4 Will there be a change in use? ❑ Yes I No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ® Sprinklers ❑ Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 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 \20I i ApplicationsTermit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INF( IATION - 206-433-0179 Scope of Work (please provide detailed information): No work on the site or utilities Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ..▪ .Tukwila 0... Water District #125 ❑ ...Water Availability Provided Sewer District m ...Tukwila 0 ...Sewer Use Certificate 0 .. Highline ❑...Valley View ❑ .. Renton ❑ ... Sewer Availability Provided ❑ .. Renton ❑ .. 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 ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ ...Traffic Impact Analysis ❑ ... Hold Harmless — (SAO) ❑ ... Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut O .. Pavement Cut ❑ .. Looped Fire Line ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size .. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ...Water Main Extension Public 11 11 WO # WO # WO # Private ❑ Private ❑ ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑...Deduct Water Meter Size 11 FINANCE INFORMATION Fire Line Size at Property Line g t, ..• .Water m ...Sewer Monthly Service Billing to: Name: Beta Commercial Number of Public Fire Hydrant(s) m ...Sewage Treatment Mailing Address: 18827 Bothell Way NE, #110 Water Meter Refund/Billing: Name: Beta Commercial 3 Mailing Address: 18827 Bothell Way NE, #110 Day Telephone: (425) 482-6626 Bothell WA City State 98011 Day Telephone: (425) 482-6626 Bothell WA City State Zip 98011 Zip H:\Applications\Forms-Applications On Line \201 I Applications\Permit Application Revised - 8-9-1 (.does Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED Signature: Print Name: CARL F PIRSCHER Mailing Address: 23114 100 AVE W H:\Applications\Forms-Applications On Line\201 I Applications\Permit Application Revised - 8.9-11.docx Revised: August 2011 bh Date: 04/29/2016 Day Telephone: (206) 368-9668 EDMONDS WA 98020 City State Zip Page 4 of 4 DESCRIPTIONS I ACCOUNT I QUANTITY I PermitTRAK PAID $572.66 D16-0116 Address: 339 TUKWILA PKWY Apn: 0223000010 $572.66 DEVELOPMENT $545.60 PERMIT FEE R000.322.100.00.00 0.00 $541.10 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $27.06 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R8604 R000.322.900.04.00 0.00 $27.06 $572.66 Date Paid: Tuesday, May 31, 2016 Paid By: MALLORY PAINTS Pay Method: CHECK 9269 Printed: Tuesday, May 31, 2016 12:49 PM 1 of 1 Lr LJ LJ SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $351.72 D16-0116 Address: 307 TUKWILA PKWY Apn: 0223000010 $351.72 DEVELOPMENT $351.72 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R8345 R000.345.830.00.00 0.00 $351.72 $351.72 Date Paid: Friday, April 29, 2016 Paid By: MALLROY PAINT Pay Method: CHECK 9167 Printed: Friday, April 29, 2016 3:29 PM 1 of 1 CRSYSTEMS I INSPECTION RECORD I Retain a copy with permit+ �� j PERM i . —1 INSPECT!0N NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: 1 / PA ma- T e of Inspection: itwAJC,- Date ailed: Want 7-V/a ,� '://AL a.m. p.m. Address: • 3' 1& )'IA PYwi Special Instructions:Date Request Phone No: Fic Approved per applicable codes. Corrections required prior to approval. COMMENTS: Cp,1TJ A.e elf 6c--coe/ C, r/L ,-W /� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 )Y6-o/n' Project: u.o 2y PA ;Arr. Type�o nspection: FI24 wt ii iJW Address: 339 7 eld/LA Peti4 Date Called: Special Instructions: Date Wanted: /j3/14 ' Requester: Phone No: Approved per applicable codes. a Corrections required prior to approval. COMMENTS: PA/7/13 ,4u ohukii �� ►� S kii; j Pee /A/ / 2- S PSS Inspector: At. APIA Date: —7/1 /k REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit ON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project:Type 24/14( / re—s-/ PAI JT of Inspection: � ()S i�N D �,� eel o.06 Address: 3M' 7e(AA L4 Pewy Date Called: Special Instructions: Date /�� // cri. qWante Re ueste Phone No: Approved per applicable codes. Ll Corrections required prior to approval. COMMENTS: S-)5,1lic Jo/Arr— '//47-4L_ s-ntu7 ; Ar SE1StMfG PODS Inspector`Ab Date: 7// /- REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ( INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit O/,, —0U PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Sprinklers: Type of Ins//pection:r*,145 .5f rict R--, c Address: ii Suite #: �� rei Contact Person: ' Special Instructions: Occupancy Type: Phone No.: -Approved per applicable codes. Corrections required prior to approval. COMMENTS: oPs. c, - -' ti Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:v-N. S --z__- Date: -V/9/ y 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 3/14/14 T.F.D. Form F.P. 113 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 and R3 Interior Lighting Summary LGT-SUM ,2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 and R3 Revised June 2013 Project Info Project Address 307 Tukwila Parkway Date 4/29/2016 Tukwila ,WA For Building Department Use r ill Applicant Name: CDA +Pirscher Architects A pp licant Address: 23114 100 Ave W, Edmonds,WA,98020 Applicant Phone: 206-368-9668 Project Description ❑ New Building ❑ Addition ❑ Alteration ❑ Plans Included Lighting Compliance Path 0 Lighting Power Density Calculations 0 Total Building Performance (If Total Building Performance then only LGT-CHK is required.) Interior Lighting Compliance Option 0 Building Area Method ® Space -by -space Method RECEIVED Interior Lighting System Description Briefly describe lighting system type and features. 2x2 LED Toffers keviCVVm.y rt./11 CODE COMPLIANCE APPROVED MAY 1 8 2016 r. CITY OF TUKWILA APR 2 9 2016 PERMIT CENTER h S/ ry. *ill Y � 106 1YYiw Additions and Change of Space Use (C101.4.3 & G101.iw )'��Nr nivISIOi�I I ❑ Addition area or Change of Space Use area complies with all applinb'le ❑ Addition area or Change of Space Use area is combined with existing compliance with all applicable provisions Provide Building Area Method (LTG -INT -BLD) or Space -By -Space allowed and proposed (including existing if applicable) lighting wattage controls per C405.2 and commissioning of lighting controls per C405.13. povisions'as stand alone project building lighting systems to demonstrate Method (LTG -INT -SPACE) Compliance Form. Document maximum of Addition or Change of Use scope. Provide applicable lighting Alterations, Renovations and Repairs (C101.4.3.1) 60% or more of luminaires in space replaced Building Area Method (LTG -INT -BLD) or Space -By -Space Method (LTG -INT -SPACE) Compliance Form. Document maximum and proposed (including existing) lighting wattage of project scope Provide allowed ❑ Less than 60% of luminaires in space replaced Provide Space -by -space Method (LTG -INT -SPACE) Compliance Form. Document existing total wattage in space and proposed (including existing) lighting wattage of project scope ❑ Lamp and/or ballast replacement within existing luminaires only — existing total interior building wattage not increased ❑ New wiring installed to serve added fixtures and/or fixtures relocated to new circuit Provide applicable manual lighting controls (C405.2.1), occupancy sensors (C405.2.2.2), daylight zone controls (C405.2.2.3), specific application controls (C405.2.3), and commissioning of lighting controls per C405.13 ❑ New or moved lighting panel Provide all applicable lighting controls as noted for New Wiring, automatic time switch controls (C405.2.2.1), and commissioning of lighting controls per C405.13. ❑ Space is reconfigured - luminaires unchanged or moved only Provide all applicable lighting controls as noted for New Wiring and commissioning of lighting controls per C405.13. ❑ No changes are being made to the interior lighting and space use not changed. V1U- 011(0 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 and R3 Interior Lighting Summary - Space -by -Space LTG -INT -SPACE , 2012 Washington State Energy Code Compliance Forms for Commercial, Group RI, and > 3 story R2 and R3 Revised June 2013 Project Info Project Address 307 Tukwila Parkway Date 4/29/2016 Tukwila ,WA For Building Department Use A-3.1,Rml Applicant Name: CDA +Pirscher Architects Maximum Allowed Lighting Wattage Location (plan #, room #, or ALL) Space Type* Allowed Watts per ft2 Gross Interior Area in ft2 Watts Allowed (watts/ft2 x area) A-3.1,Rm1 Sales area 1.68 3208 ' 5389 A-3.1,Rm2 Office - Enclosed 1.11 93 103 A-3.1,Rm3 Office - Enclosed 1.11 87 97 58 3306 Atrium** Enter Height: Retail Display Allowance from LGT-INT-DISPLAY 111111111- * Select Table C405.5.2(2) category from drop down menu. ** For atriums, indicate height.Allowed wattage for first 40 feet is 0.03 W/ft. ht., above 40 feet is 0.02 W/ft. ht. Proposed Lighting Wattage Total Area Allowed Watts 3388 5589 Location (plan #, room #, or ALL) Fixture Description (Include exempt equipment per Note 3) Number of Fixtures Watts/ Fixture Watts Proposed A-3.1,Rml 2x2 LED Troffers 63 18 1134 A-3.1,Rm2 2x2 LED Troffers 2 18 36 A-3.1,Rm3 2x2 LED Troffers 2 18 36 A-3.1, Rml 4' LED Track Light 57 58 3306 Retail Display Lighting from LGT-INT-DISPLAY IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Total Proposed Watts may not exceed Total Allowed Watts for Interior Lighting Total Proposed Watts 4512 Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts/Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section C405.5.1. For line voltage track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. For low voltage track lighting list the transformer rated wattage. 3. List all fixtures. For lighting equipment eligible for exemption per C405.5.1, note exception number and leave Watts/Fixture blank. Widespan Shelf Assembly Wiregrid Shelf Shelf Assemblies Particleboard Shelf Beam EXAMPLE PART NO. WS SA 24 96 2 RD WS = Widespan Shelf Assembly = "SA" Particleboard Shelf "WA" Wiregrid Shelf 24 = Section Depth: 18", 24", 30", 36", 42", 48" 96 = Section Width: 48", 60", 72", 84", 96" 2 = Number of Shelf Supports (See below for load chart) gQ = Beam & Shelf Support Style: "RD" Regular Duty "HD" Heavy Duty REVIEWED FOR COGtriPLIA11( f V lfZUV 2 MAY 18 2016 Cltli o: "t tl.t� i(L BUILDIS DIVIS1 706 Beam STANDARD FINISH. PLT GLV N /A PLT • Beams • Optional Tier I & II colors GLV • Shelf Support (Galvanized only) N/A • Shelf finish • N/A (Uncoated particleboard) SO4 (Seal coated particleboard) ZNC (Zinc Wiregrid) Shelf Assemblies: • 5/8" Includes: 2 Widespan Beams 1 Widespan Shelf: Particleboard or Wiregrid Number of Shelf Supports requested (See load chart) Available in two types: (load capacity per pair of Beams with appropriate Shelf Supports) Regular Duty: 1,600 - 3,000 lb. Heavy Duty: 3,000 lb. max. For pricing see section 700, pg 10-17 Beam Profiles 4 3/4" R egular D uty H eavy D uty Widespan Shelf Capacity (Uniformly Distributed Load) Section Depth Section Width (Beam Length) Number of Regular Duty S helf S upports with Regular Duty Beams Number of Heavy Duty S helf S upports with Heavy Duty Beams 2 3 _ 4 2 3 r p „ D 48" 60" 72" 84" 96" 1,600 1,600 1,600 1,600 1,600 2,400 2,400 2,000 1,800 1,600 3,000 2,400 2,400 2,000 1,600 3,000 -- -- --- -- -- 3,000 3,000 3,000 3,000 42" D 48" 60" 72" 84" 96" 1,370 1,370 1,370 1,370 1,370 2,055 2,055 2,000 1,800 1,600 2,740 2,400 2,200 1,600 1,6003,000 -- --- -- -- 3,000 3,000 3,000 3,000 41 U p 48" D 48" 60" 72" 84" 96" 1,200 1,200 1,200 1,200 1,200 1,800 1,800 1,800 1,700 1,600 2,400 2,400 2,000 1,800 1,600 -- -- -- - -- W W W W W 88888 00000 RECEIVED CITY OF TUKWILA APR 2 9 2016 PERMIT CENTER DSV-o1i� 6/1/05 P.O.aril,Z.E►. " BOX 3448 • OMAHA, NEBRASKA 68103-0448 • (800) 228-9882 ® This is a copyrighted work of Lozier Corporation. Any unauthorized reproduction, 2005 Loziere Corporation distribution or use is expressly prohibited. May 10th, 2013 Mallory Paint Store / Benjamin Moore Paint 12620 NE 85th St Suite 100 Kirkland, WA 98033 Subject: Oil and Flammable material to be stored and sold at above address. Purposed open date 7-1-2013 Property Use: Retail sale of Benjamin Moore Paint F-JOILR The following is a list of Oil products and Thinners we will need to sale on site; Type of product Total Qty on Site Exterior oil based stain (Sikkens) 48 gallons Interior Oil Based Paint 36 Gallons Paint Thinner 12 gallons Xylene 4 gallons Acetone 4 gallons Lacquer Thinner 6 gallons Stripper 4 gallons Denatured Alcohol 4 gallons We will carry no lacquers or heavy industrial products. As you know Benjamin Moore is unlike most paint stores and we primarily sell retail and 99% of what we sale is latex based products. Please let me know if you need MSDS for any of the products Sincerely, Jim Mallory Mallory Paint Store / Benjamin Moore Paint 206-467-0254 MA/MED FOR o POMPL.IANCE AftUVED NM 1 City of 11iki"� to BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 2 9 2016 PERMIT CENTER DtivOlIU I\STALLATIO\ I\STUCTIO\S WIDE SPAN SHELVING REV/ED FOR CODE k.,JaiiPLIANCE APPROVED MAY 18 2016 City of Tukwila BUILDING DIVISION I) - 01 Up NOTE: WIDE SPAN BEAMS ARE IDENTIFIED BY A WS STAMPED INTO THE RIGHT END OF EACH BEAM. LC See page 2 for Reinforced Uprite RECEIVED CITY OF TUKWILA APR 292016 PERMIT CENTER ITEM PART NUMBER DESCRIPTION 1 WSU_ Uprite Frame 2 WSB_ Beam 3 WSSS_ Shelf Support 4 WSWG_ Wiregrid Shelf 5 WSB_HD Heavy Duty Beam 6 WSSS_HD Heavy Duty Shelf Support 7 WSPB_HD Heavy Duty Shelf 8 WSUC Uprite Connector 9 WS1241 Floor Anchor 10 WS1251 Floor Protector/Shim 11 WS1291 Beam Locking Clip 12 50106 5/16"-18 x 2 1/2" Carriage Bolt 13 51005 5/16"-18 Hex Nut 14 WS1231 Back to Back Connector 15 WSU RE Reinforced Uprite Frame 16 WS1321 Top Cap 17 WS9111 Beam Locking Hardware PLEASE NOTE: Personnel must be provided with safe access to all elevations of storage equipment or display fixtures via ladders, stairways, or other means in accordance with applicable OSHA regulations. In NO case should anyone be allowed to climb or stand on storage or display equipment. 6336 PERSHING DRIVE OMAHA, NEBRASKA 68110 (stnnl 77R—QRR9 01-60 REV. Y OMPCOA-88 05-21-14 Pnrr 1 or 19 INSTALLATIO\ I\STRUCTIO\S 48" WIDE SPAN SHELVING 0 0 0 0 0 0 8 0 0 0 0 0 0 Reinforced Uprite Frame (Item 15) NOTE 1: Wide Span Uprite Frames are available in standard duty for normal use or reinforced for use with hand stackers. (See User Instructions on page 10 for capacities.) Reinforced Uprite Frames (Item 15) have a channel shaped reinforcement member in the lower portion of each post. They also have a welded foot plate to secure the post to the floor. NOTE 2: Either of two beam types may be used with the Wide Span System (See User Instructions on page 9 and page 10 for capacities). The Standard Duty Beam (Item 2) is 3 1/4" high. The Heavy Duty Beam (Item 5) is 4 3/4" high. Standard Duty Uprite Frames (Item 1) DO NOT have the reinforcement member. Standard Duty Beam (Item 2) Heavy Duty Beam (Item 5) 6336 PERSHING DRIVE OMAHA, NEBRASKA 68110 (Ron) 79R-QRR7 01-60 REV. Y OMPCOA-88 05-21-14 PAr,F 9 nR 17 I\STALLATION I \STUCTIONS WIDE SPAN SHELVING SELF—RETAINING WIDE SPAN BEAM INSTALLATION These Wide Span Beams are designed with Self—Retaining Lower Hooks on the End Connectors. The beam must be tilted so the longer lower hook can be inserted into the post slot first. CORRECT STEP I: Tilt top of beam and insert lower hooks into slots. STEP 2: Rotate top of beam forward so top hooks are inserted into slots. INCORRECT STEP 3: Seat the hooks downward into the slots. START LOWER HOOK INTO SLOE ROTATE FORWARD BOTH HOOKS INTO SLOTS SEAT HOOKS INTO SLOTS i 443-Loyg:7 6336 PERSHING DRIVE OMAHA, NEBRASKA 68110 (Rnrn 99R-ARR7 01-60 REV. Y OMPCOA-88 05-21-14 PA(,F nF 1') I\STALLATION I\STUCTIO\S WIDE SPAN SHELVING NOTE 3: Two styles of Shelf Supports may be used depending upon beam type: Standard Duty Shelf Supports (Item 3) are 2-17/32" high and "A" shaped. These are used with Standard Duty Beams. Heavy Duty Shelf Supports (Item 6) are 4" high and "A- shaped. These are used with Heavy Duty Beams. NOTE 4: Two Shelf types may be used: 3x3 Wire Grid (Item 4). Heavy Duty Shelves (Item 7) are 5/8" thick, high—strength particle board. 2 17/32" 1 Standard Duty Shelf Support (Item 3) 13/16" 4" 2 3/4" --I Heavy Duty Shelf Support (Item 6) 6336 PERSHING DRIVE OMAHA, NEBRASKA 68110 (Rnnl 99R—oRR9 01-60 REV. Y OMPCOA-88 05-21-14 PArr A nF 19 \STALLATIO\ I\STRUCTIONS 1. ASSEMBLY OF BASIC UNIT NOTE: ETAIL B WIDE SPAN SHELVING To provide for beams height adjustments, allow a 2" gap between wall and face of uprite (See Detail B) or between faces of both uprites in back—to—back applications or use back—to—back connectors (Item 14) (See Detail C). WALL 11\T- UPRITE Top View of Uprite Frames I I�UPRITE I I 2„ UPRITE DETAIL C a. Stand two frames vertically (NARROW ENDS OF SLOTS DOWNWARD). Diagonal bracing on alternate uprite assemblies should face opposite directions per illustration on page 1. WARNING: BE SURE REINFORCED UPRITES (Item 15) ARE INSTALLED IN AREAS WHERE HAND STACKERS ARE TO BE USED. b. Install one beam at lowest desired level. IF THE BOTTOM OF THIS BEAM IS MORE THAN 6" FROM THE FLOOR, THEN THE UPRITE MUST BE ANCHORED. Both ends of beam must be inserted into the uprite slots at the same time. (See Detail D) c. Install opposite side beam, following same procedure as outlined above. d. Install remaining beams at desired levels. Maximum beam spacing is 48" to maintain the uprite rated load capacities. CAUTION: IF CERTAIN LEVELS ARE TO BE HEAVY DUTY, BE SURE HEAVY DUTY BEAMS ARE INSTALLED AT THOSE LEVELS. REFER TO LOADING INFORMATION IN USER INSTRUCTIONS ON PAGES 9 AND 10. UPRITE UPRITE CORRECT DETAIL D INCORRECT (Top View of Uprite Post and Left End of Beams) TOP CAP JOTE: Be sure that: — Hooks on all beams are properly seated and are square with uprites. (See Detail E) — All beams are installed parallel with the floor. — Front and rear beams of each pair are installed at same height. — If top Lance in Uprite is going to be used remove Top Cap to insert Beam Hook and reinsert Top Cap (See Detail E). BEAM UPRITE DETAIL E 6336 PERSHING DRIVE OMAHA, NEBRASKA 68110 (Ron) 79R-QRR9 01-60 REV. Y OMPCOA-88 05-21-14 PAC.F 1') \STALLATION I \STUCTIONS WIDE SPAN SHELVING e. When shelves are used, install Shelf Supports per Details F, G, and H. Shelf Support locations in the beams are as shown in Details F. 2 Shelf Supports Beam Length 48: X=12" 60: X=12" 72: X=18" 96: X=24" 4 Shelf Supports �Y Y Y X I— Beam Length 48: X=6";Y=12" 60: X=6";Y=12" 72: X=6";Y=20" 96: X=6";Y=28" DETAIL F (View From Top) 3 Shelf Supports Y Y CL Beam Length 48: X=8"; Y=16 60: X=8"; Y=22 72: X=12"; Y=24 96: X=12"; Y=36 5 Shelf Supports Y Y Y Y X 1-- X I-- Beam Length X I� 48: X=6";Y=9" 60: X=6";Y=12" 72: X=6";Y=15" 96: X=6";Y=21" f. Shelf Supports (Item 3) are installed by laying them sideways between the beam flanges, then rotating them to vertical (See Detail G and H). If outer supports fit to tightly, install them near center of the beams. Then slide them outward to the positions noted in Detail F above. BEAM (ITEM 2 OR 5) BEAM (ITEM 2 OR 5) SHELF SUPPORT (ITEM 3 OR 6) SHELF SUPPORT (ITEM 3 OR 6) DETAIL G DETAIL H 6336 PERSHING DRIVE OMAHA, NEBRASKA 68110 (Rnn) 77R-QRR7 01-60 REV. Y OMPCOA-88 05-21-14 PArF R nr 17 INSTALLATIO\ I \STRUCTIO\S 2. FLOOR ANCHOR WIDE SPAN SHELVING Floor anchors are required when: a. The ratio of the height of the unit to the overall depth of the unit exceeds 6:1. b. Alignment of rows need to be maintained. c. When hand stackers are used. d. Post load needs to be spread over a larger area. e. When bottom of the bottom beam is more than 6" from the floor. Bolt floor anchor onto the bottom of the post using hardware provided as shown in Detail I. Anchor to floor using a wedge—style anchor suitable for concrete. Anchor material, finish, diameter and embedment shall be determined by the customer for the specific site requirement. The minimum anchor diameter shall be 1/4" and the minimum embedment shall be 1 1/8". NUT FOR CONCRETE ANCHOR HEX NUT FLOOR ANCHOR (ITEM 9) UPRITE 5/16"-18 X 2 1/2" CARRIAGE BOLT (ITEM 12) CONCRETE ANCHOR 3. FLOOR PROTECTOR/SHIMS Floor protector/shims are used to protect floors when required system when required (by stacking the shims). DETAIL I and/or to aid in leveling the NOTE: FLOOR PROTECTOR/SHIMS CANNOT BE USED IN CONJUNCTION WITH FLOOR ANCHOR PADS. a. Install after assembly of basic unit by lifting one uprite at a time and then positioning shim (or shims) as shown in "Detail J". Do not exceed 5 shims under any post. 0 0 a BZaaaOy,Zi,�sssy596Qs4 ai�aa=$�f�s DETAIL J UPRITE POST FLOOR PROTECTOR/SHIM (ITEM 10) 6336 PERSHING DRIVE OMAHA, NEBRASKA 68110 (Rnnl 79R—ARR9 01-60 REV. Y OMPCOA-88 05-21-14 PAnr 7 nF 17 \STALLATIO\ I \ST-UCTIO\S WIDE SPAN SHELVING 4. UPRITE CONNECTOR Uprite connectors are required for two—piece uprite frames (those over 10'. tall), and when adding height to existing installations. On two—piece uprite frames and on extension frames, the lower uprite frame should be equal to or greater in height than the upper uprite frame. a. Remove Top Caps from lower uprite frame. b. Slide a connector channel into the bottom of each leg of the upper uprite frame. MAKE SURE THE "C" CHANNEL SHAPE IS OPPOSITE THAT OF THE UPRITE POST. Slip the carriage bolt through the square hole at the front of the upper uprite post, then through the insert, then through the clamp. Install the nut loosely. When both connectors are installed, raise the upper uprite frame into place per Detail L and tighten nuts snug. DO NOT over tighten as it will deform the face of the post. CARRIAGE BOLT CLAMP :ONNECTOR CHANNEL (HOLE NOT USED) DETAIL K NUT CONNECTOR CHANNEL UNUSED HOLE AT BOTTOM DETAIL L UPPER UPRITE POST CLAMP BOTTOM UPRITE POST 5. BACK—TO—BACK CONNECTORS Back—to—back connectors are used to space back—to—back sections of Wide Span to allow beam adjustment. a. Set Uprite Posts into slots in connector on floor (Detail M). (When floor anchors are used, lower back—to—back connector is not needed.) b. Place one connector over tops of back—to—back posts (Detail N), after removing Top Caps. DETAIL M DETAIL N BACK—TO—BACK CONNECTOR 6336 PERSHING DRIVE OMAHA, NEBRASKA 68110 (Rnn) 77R-QRR9 01-60 REV. Y OMPCOA-88 05-21-14 PAC.F R nF 19 INSTALLATION I\STUCTIONS WIDE SPAN SHELVING STEP 6: BEAM LOCKING: Beam locking clips (WS1291) or locking hardware (WS91 1 1) must be used in the following applications: — When beams are used singly, not as a beam pair with connecting shelf supports — When hand stackers may be used to load and/or unload shelves — When beam pairs will be used as tire racks A Locking clips must be oriented so that their tapered legs align with the tapered sides of the shelf slots in the uprite post. The clips will not lock the beams unless they are correctly oriented when installed. Insert the beam locking clip into the portion of the uprite slot above the beam connector hook, as shown in Detail B. Always install the clip in the slots shown. WARNING: DO NOT INSTALL THE LOCKING CLIP IN THE SLOT WITH BOTTOM HOOK OR THE TOP HALF SLOT OF THE UPRITE. THE CLIP WILL NOT LOCK THE BEAM IN THOSE SLOTS. TAPER WSB_ BEAM LOCK CLIP WS1291 (ITEM 11) DO NOT INSTALL LOCKING CLIP HERE WSB_HD DETAIL P LOCKING CLIP SLOT IN POST BEAM LOCK CLIP WS1291 (ITEM 11) EXTENSION CONNECTOR CLAMP DO NOT INSTALL LOCKING CLIP HERE Position clip so taper of clips legs matches taper of the slot in post. 5/16-18 HEX NUT DO NOT INSTALL A LOCKING CLIP IN TOP SLOT SECURE WITH 5/16 BOLT MFFB_ AT TOP OF MFU_: BEAM LOCKING HARDWARE WS91 1 1 (ITEM 11) STEP TARE RACK ASSEMBLIES: The tire rack is assembled from standard components by following instructions on preceding pages. Use one shelf support near the center of each pair of beams to prevent the beams from spreading. WARNING: BEAM LOCKING CLIP MUST BE USED ON ALL TIRE RACK BEAMS TO RESTRAIN BEAMS FROM BECOMING DISLODGED. eBriL° ,)7kArAZ2' 6336 PERSHING DRIVE OMAHA, NEBRASKA 68110 (Rnnl 77R-QRR9 01-60 REV. Y OMPCOA-88 05-21-14 PAr r Q nF 1-) INSTALLATIO\ I\ST-UCTIONS WIDE SPAN SHELVING POST IN CONSPICUOUS PLACE DARNING: OVERLOADING, MISUSE, ABUSE OF THE WIDE SPAN SYSTEM CAN CONTRIBUTE TO COLLAPSE AND PERSONAL INJURY! PLEASE NOTE: Personnel must be provided with safe access to all elevations of storage equipment or display fixtures via ladders, stairways, or other means in accordance with applicable OSHA regulations. In NO case should anyone be allowed to climb or stand on storage or display equipment. A. LOADING AND CAPACITY LIMITATIONS 1. Uprite assembly - 10,000 pounds per uprite assembly maximum: - Beams spaced not more than 48" vertically on center. - Post anchored to floor if bottom of bottom beam is more than 6" from floor 2. Standard Duty Beams (Hand Loaded Only) WARNING: THESE CAPACITIES ARE FOR EVENLY DISTRIBUTED LOADS. CONCENTRATED LOADS REDUCE THESE CAPACITIES 50%. a. Maximum evenly distributed static load capacities per shelf with shelf supports (WSSS) and 5/8" thick particle board shelf (WSPB). Widespan Shelf Capacity (Uniformly Distributed Load) Section Section Width Number of Regular Duty Number of Heavy Duty Depth (Beam Length) Shelf Supports with Regular Duty Beams Shelf Supports with Heavy Duty Beams 2 3 4 2 3 48" 1,600 2,400 3,000 3,000 Up to 60" 1,600 2,400 2,400 ---- 3,000 36"D 72" 84" 1,600 1,600 2,000 1,800 2,400 2,000 ---- ---- 3,000 3,000 96" 1,600 1,600 1,600 ---- 3,000 48" 1,370 2,055 2,740 ---- 3,000 Up to 60" 1,370 2,055 2,400 ---- 3,000 42"D 72" 84" 1,370 1,370 2,000 1,800 2,200 1,600 ---- ---- 3,000 3,000 96" 1,370 1,600 1,600 ---- 3,000 48" 1,200 1,800 2,400 ---- 3,000 Up to 60" 1,200 1,800 2,400 ---- 3,000 48"D 72" 84" 1,200 1,200 1,800 1,700 2,000 1,800 ---- ---- 3,000 3,000 96" 1,200 1,600 1,600 ---- 3,000 b. Capacities per pair of beams (with the required number of shelf supports (WSSS) to tie beams together) when load is placed across beams with no shelf. Length Capacity (Std. Duty) No. of Shelf Supports Req. Per Pair of Beams 48" 60" 72" 96" 3,000 lbs. 2,500 lbs. 2,000 lbs. 1,600 lbs. 1 1 3 3 ii 3 1/4" Standard Duty Beam 1�1_ I ' 6336 PERSHING DRIVE OMAHA, NEBRASKA 68110 (Rnnl 77R-QRR9 01-60 REV. Y OMPCOA-88 05-21-14 Pnr.r 1 n nr 19 • I\STALLATIO\ I\STRUCTIO\S WIDE SPAN SHELVING 3. Heavy Duty — Three (3) heavy duty shelf supports are required per pair of beams. a. Hand Loaded: 3,000 pounds per pair of beams (all lengths) — evenly distributed load. WARNING: CONCENTRATED LOADS REDUCE THIS CAPACITY BY 50%. b. Hand Stacker Loaded: 2 — 1,000 pound pallets per pair of beams. 1 — 1,500 pound pallet per pair of beams. 4 3/4" Heavy Duty Beam 1J WARNING: HAND STACKERS (WALKER STACKERS) ONLY ARE ALLOWABLE. RIDER LIFT TRUCKS OF ANY TYPE ARE NOT ALLOWABLE. — Beams must be heavy duty (WSB_HD) — Beam locking clips are required on all aisle—side beams. — Floor anchors are required on all aisle—side posts. — Uprites (WSU_RE) with reinforcement members MUST be used. — Pallets MUST sit on front and rear beams. — Pallet sizes will be limited by the space between uprite posts. Approximately 3" clearance is required between pallets and between pallets and posts. Hand Stacker Forklift Truck 411-L34.:cW,S 6336 PERSHING DRIVE OMAHA, NEBRASKA 68110 (Rnnl 79R-ARR9 01-60 REV. Y OMPCOA-88 05-21-14 PAP 11 nF 19 INSTALLATION I\STUCTIO\S WIDE SPAN SHELVING B. SAFETY PRECAUTIONS — In order to assure that the Wide Span Shelving is used in a safe manner, the following safety precautions must be observed. 1. Racks MUST be installed strictly according to the manufacturers instructions. 2. Never overload the uprites or beams (See Section A on pages 10 and 11). 3. Be sure the shelving sections remain aligned. 4. When the height of the rack is more than 6 times the depth, floor anchors must be used. 5. Never use damaged parts. Damaged parts may cause shelving to be structurally unsafe or create exposure to sharp or pointed edges. If parts were damaged in shipment, do not use and contact your Lozier Customer Service Representative. If parts are damaged after shipment, discontinue use immediately and order replacement parts. 6. Never alter, modify or otherwise structurally change the shelving or any of its component parts. Modification or alteration may cause the shelving or component part to become structurally unsafe resulting in tipping, collapse or other failure of the fixture. 7. If any shelf support or beam becomes partially or completely dislodged, it must be corrected immediately. 8. Do not use the installed Wide Span Rack as a ladder, walkway, or work platform. 9. Do not lean tall or heavy items against shelving unless shelving is anchored to a suitable building wall, to the floor, or is otherwise braced to prevent overturning. The weight and force of leaning items on unanchored or unbraced shelving may cause the shelving to overturn or collapse. 10. Shelving (or racks) that are leaning or bending when loaded may indicate a dangerous overload or impending collapse. Loads should be immediately reduced, and the cause for this condition should be corrected, before reloading. Refer to appropiate installation instructions to assure shelving (or racks are properly assembled, replace any damaged components or parts, and do not exceed recommended maximum loads or engage in any other unsafe use of the shelving (racks). 6336 PERSHING DRIVE OMAHA, NEBRASKA 68110 (Rnnl 79R-QRR7 01-60 REV. Y OMPCOA-88 05-21-14 PAP 19 nF 19 Basic Shelving nstallation Instructions and Engineering Details REVIEWED FOR CODE COMPLIANCE APPROVED MAY 18 2016 City of Tukwila BUILDING DIVISION 6336 Pershing Drive • Omaha SNE G8110 • 800-228-9882 RECEIVED CITY OF TUKWILA APR 2 9 2016 PERMIT CENTER P1(i- OjJto This drawing has been prepared in accordance with instructions and specifications provided by the customer, customer is solely responsible for compliance with all focal, state, and federal laws, regulations, and requirements and wiaindemnify and hold Soder corporation harmless from and against anydeims, lasses, Of laws, regulations, and requirements. Display Shelving Installation Instructions i: WA TA LE= 8 (CanadaCall airmr- Toll CallToll Free F 8 Free 0 - 28280148882- 6 9 3 0 ) Center Rail (R -C) Splicer Rail (R -S) 78"H to 120"H only Uprite (U) * Center Rail (R -C) 96"H to 120"H only Top Rail (R -T) Back (BE) Uprite End Trim (UET) Bottom Rail (R -B) Base Bracket (BB) * EQUIPMENT CHECKLIST — Leveling Leg Wrench (provided) —Carpenter's Level — Screwdriver (Standard) —Wedges (not provided) See Step 9 on page 12 for size COMPONENTS * NOTE: Low Base Components have LB after part numbers. 06 Base Components have 06 after part numbers. — Rubber Mallet and Hammer — Measuring Tape — Chalkline —String or Dry Line Base Front (CBF)* Base Deck (SD) Back (BE) Base End Trim (BET)* 01-13F REV. AL 59154 6/2007 of 20 Lozlea Corporation 2007 Azymmerigr P.O. BOX 3448 • OMAHA, NEBRASKA 68103-0448 • (800) 228-9882 Safety Warning POST THIS INFORMATION IN A LOCATION CLEARLY VISIBLE TO ALL STORE PERSONNEL /AV ffir /if READ BEFORE ASSEMBLING OR USING SHELVING WARNING FOR YOUR SAFETY These instructions and safety information should be reviewed with all store personnel, and along with all other instruc- tions for your Lozier products, must be preserved and provided to any subsequent user or purchaser of these fixtures. Additional copies available upon request. • Install all shelving according to installation instructions and use components only as instructed. Shelving and compo- nents should only be installed or rearranged by trained personnel who have read and understand these instructions and warnings. • Local codes and regulations concerning building, fire, sanitation, or seismic requirements may apply to some installations. It is the responsibility of the owner of these fixures to check with local building authorities to determine what codes or regulations, if any, apply and always install the shelving in compliance with any such requirements. • When installing or rearranging shelving, never move assembled shelving. • Do not combine Lozier products with non-Lozier products. • Never use damaged parts. Damaged parts may cause shelving to be structurally unsafe or create exposure to sharp or pointed edges. If parts were damaged in shipment, do not use and contact your Lozier Customer Service Representa- tive. If parts are damaged after shipment, discontinue use immediately and order replacement parts. • Do not exceed Allowable Load Limits(see pages 3, 5 & 6 or the Lozier Catalog). Make certain you calculate the unbal- anced load as shown on pages 5-7 of these instructions. Exceeding allowable loads may cause the shelving to tip over or collapse. • Base fronts, either open or closed, are required on 06 Base shelving for structural integrity and stability. Use of 06 Base shelving without base fronts may cause the shelving to collapse. Caution: Use of any shelving without Closed Base Fronts (CBF) may allow material handling or floor cleaning equipment to collide with the Base Brackets causing the shelving to be knocked out of alignment or collapse. • All components which require trim such as Uprites (U) and Base Brackets (BB) must be installed with trim pieces. Un- trimmed parts may have unfinished edges that must be covered by trim to avoid exposure to store personnel or customers. Use Molding End Trim to cover exposed corners of S -style shelves. • Do not hang Peg Hooks, Shelves or other accessories on the back side of a Wall Section or any section without Base Brackets. Wall Sections do not have Base Brackets (BB) on the back side to provide support, and use of the back side to display merchandise may cause the section to tip over. • To avoid store personnel or customers accidentally coming in contact with display fixtures, never allow any Shelf, Peg Hook, or other display to protrude into an aisle or to extend beyond the edge of the Base Deck or End Deck (if used). • All End Merchandising Panels intended for use with Shelves or accessories must include End Decks or other floor display to direct people away from the shelves or displays above the End Deck or other floor display. • Do not lean tall or heavy items against shelving unless shelving is anchored to a suitable building wall, to the floor, or is otherwise braced to prevent overturning. The weight and force of leaning items on unanchored or unbraced shelving may cause the shelving to overturn or collapse. • Shelving (or racks) that are leaning or bending when loaded may indicate a dangerous overload or impending collapse. Loads should be immediately reduced, and the cause for this condition should be corrected, before reloading. Refer to ap- propriate installation instructions to assure shelving (or racks) are properly assembled, replace any damaged components or parts, and do not exceed recommended maximum loads or engage in any other unsafe use of the shelving (racks). • Provide safe access to all levels of storage & display shelving in accordance with applicable OSHA regulations. Never allow anyone to climb, walk, or stand on shelving. These shelves were not designed to withstand the extra weight and impact of climbing, walking and standing, and the added weight and impact of such actions may cause the fixture to collapse. • Never alter, modify or otherwise structurally change the shelving or any of its component parts. Modification or alteration may cause the shelving or component part to become structurally unsafe resulting in tipping, collapse or other failure of the fixture. ffirffAIAIr IMPORTANT! Failure to follow these instructions and warnings may result in personal injury to your employees or customers, damage to property, or damage to the fixture itself. 01-13F REV. AL 59154 6/2007 Lozier® Corporation 2007 AASZF it P.O. BOX 3448.OMAHA, NEBRASKA 68103-0448 • (800) 228-9882 OPENING SEQUENCE Items are shown colored to indicate system of color -coding for boxes. Boxes are also numbered to indicate sequence of box opening to facilitate ease of installation. PARTIAL PACK LABEL INFO. Partial Pack Content Label replaces label et len when carton contains partial packs. OR 1 Uprites Base Brackets Rails Base Fronts GLUE Back Panels BLUE O,. .00 3 Base End Trim, Accessories and Misc. Components GREEN T Q.� Qui'IL ('///-?<<<' 2 c ' Base Decks VIOLET BAR CODE LABEL INFORMATION r Part r Finish TL419M PLT 2"2 trl- SIYL15, th i9>a /\IL ,L. '1 IImI EIIII IIIUIOIII Description Quant ty Shelves Wire Components ALLOWABLE SHELF LOAD LIMITS Do Not Exceed! "S" & "TL" STYLE - Install flat or 17° downslant. To install, tilt front edge slightly upward and insert tabs into Uprite slots. Lift up on rear of Shelf while lowering front to desired position. "DL" STYLE - Install flat, 17° downslant, 30° downslant or 15° upslope (7" thru 19"). To install, insert tabs on Shelf straight into slots in Uprite. SHELF AND DECK SIZES HELPFUL HINTS: Lift and position "S" & "TL" Style Shelves by gripping front edge of Shelf with one hand and lifting rear edge from under- neath with the palm of the other hand when lowering into level position from tilted entry into Uprite slots. When removing "DL" Style Shelves, lift rear of Shelf to disengage bracket and relax lifting pressure while pulling the Shelf away from the Uprite. 7" 10" 13^ 15" 16" 17" 19" 20" 22" 25" 28" 31" SHELF TYPE PARTIAL PACK CONTENT LABEL oenH.H ER NUHRFR. 978/[6.01Y1.130 RECOMMENDED 300 500 500 500 BETISLB CHR 2 500 BASE ENOTR", 13D, LOW BASE. PAIR•LIERH 500 CAPACITY 500 MPBIS PLT ID IN 400 LBS. 400 MULTLPURPOSE BRKTS. ISD, PAatde.RH Flat 17°Downslant 300 250 250 250 250 250 11 1111111111 Partial Pack Content Label replaces label et len when carton contains partial packs. OR 1 Uprites Base Brackets Rails Base Fronts GLUE Back Panels BLUE O,. .00 3 Base End Trim, Accessories and Misc. Components GREEN T Q.� Qui'IL ('///-?<<<' 2 c ' Base Decks VIOLET BAR CODE LABEL INFORMATION r Part r Finish TL419M PLT 2"2 trl- SIYL15, th i9>a /\IL ,L. '1 IImI EIIII IIIUIOIII Description Quant ty Shelves Wire Components ALLOWABLE SHELF LOAD LIMITS Do Not Exceed! "S" & "TL" STYLE - Install flat or 17° downslant. To install, tilt front edge slightly upward and insert tabs into Uprite slots. Lift up on rear of Shelf while lowering front to desired position. "DL" STYLE - Install flat, 17° downslant, 30° downslant or 15° upslope (7" thru 19"). To install, insert tabs on Shelf straight into slots in Uprite. SHELF AND DECK SIZES HELPFUL HINTS: Lift and position "S" & "TL" Style Shelves by gripping front edge of Shelf with one hand and lifting rear edge from under- neath with the palm of the other hand when lowering into level position from tilted entry into Uprite slots. When removing "DL" Style Shelves, lift rear of Shelf to disengage bracket and relax lifting pressure while pulling the Shelf away from the Uprite. 7" 10" 13^ 15" 16" 17" 19" 20" 22" 25" 28" 31" SHELF TYPE SHELF ANGLES RECOMMENDED 300 500 500 500 UNIFORM 500 500 LOAD 500 500 CAPACITY 500 500 IN 400 LBS. 400 "S" & "TL" Style Shelves & Decks Flat 17°Downslant 300 250 250 250 250 250 250 250 250 250 200 200 Deck — — 600 — 600 — 600 — 800 800 800 800 "HL" & "HDSD" She res and Decks Flat — — — — 600 600 600 — 700 700 600 600 30°Downslant — — — — 125 125 125 — — — — — 17°Downslant — — — — 250 250 250 — — — — — Deck — — — — — — 900 — 1200 1200 1200 1200 "DL" Flat 300 500 500 500 500 500 500 — 500 500 400 400 30°Downslant 125 125 125 125 125 125 125 — 125 125 100 100 17°Downslant 300 250 250 250 250 250 250 — 250 250 200 200 15° Upslope 200 300 300 300 300 300 300 — — — — — Add Load Easer Base Brackets for 500 lbs. Additional Deck Capacity NOTE: Reduce capacities shown by 30% when only the front half of the shelf is loaded or by 50% if the shelf is less than 36" wide. 01-13F REV. AL 59154 6/2007 Lozier® Corporation 2007 Arlarrnit P.O. BOX 3448.OMAHA, NEBRASKA 68103-0448 • (800) 228-9882 Base Bracket Removal & Replacement (FOR OPTIONAL REMOVABLE BASE BRACKETS ONLY) WALL SECTIONS: IMPORTANT! These instructions must be followed to prevent collapse of the system. A crew of two (minimum) is required. One crew member must hold the uprite while the other is removing and replacing the base bracket on that uprite. ti Remove merchandise and shelves. Remove base deck and base front from one section on each side of base bracket being removed. (If uprite is lagged to wall, adjust leveling leg up 1/8"-1/4" to relieve preload on bracket.) 1) Pull latch tabs away from uprite. It may be �. necessary to pull tabs on each side of Base Bracket simultaneously in order to disengage latch. 2) Lift bracket up and out of uprite. Install replacement base bracket immediately. Reinstall base front and base deck. Proceed to next base bracket. IMPORTANT! These instructions must be followed to prevent collapse of the system. ISLAND SECTIONS: WARNING! Be sure to unload heavy side of island first, to prevent overturning. Be sure that, at no time, the unbalanced load rating (see page 1 B) is exceeded as a result of unloading. Work on one side of island at a time. Remove merchandise and shelves. Remove base deck and base front from one section on each side of the base bracket being removed. Make sure that uprite leveling leg is touching floor. Adjust bracket leveling leg 118"-1/4" off floor to relieve preload on bracket. 1) Pull bracket latch tabs away from uprite. It may be necessary to pull tabs on each side of Base Bracket simultaneously in order to disengage latch. 2) Lift bracket up and out of uprite. Install replacement base bracket immediately. Reinstall base front and base deck. Proceed to next base bracket. RAIL INFORMATION NOTE: Center Rails will occasionally be painted in other neutral colors at random (including galvanized). st R -T (Top Rail) R -C (Center Rail) Locate near center of back. 1-4 of 20 R -S (Splicer Rail) For Two -Piece Backs BACK PANEL INFORMATION IMPORTANT! Top of Pegboard Backs are marked with a paint stripe. First row of holes are 7/8" from top edge. 12.0" 108' R -C (Center Rail) Indicates Lower Center Rail Center Rail for 96"H to 120"H only. Locate near center of back. R -B (Bottom Rail) 2' Wide = 22 11/32" 3' Wide = 3417/32" 4' Wide = 4617/32" 78" thru 120" are two pieces with Splicer Rail NOTE: If Telescopic Uprites (TEL) are being installed, the Center Rail must be in- stalled in the third lance (12") down from the top of the Uprite. If used with Uprites 60" through 72" high, a Center Rail must be installed in the third lance down and another installed at mid -height of uprite. Bend all tabs outward (Detail 4a on pages I-11 and I-16) at each end of the Center Rail. 01-13F REV. AL 59154 6/2007 Lozier® Corporation 2007 krjr,rjerle P.O. BOX 3448.OMAHA, NEBRASKA 68103-0448 • (800) 228-9882 Unbalanced told Calculations When heavily loading wall shelving Qr loading or unloading island shelving, it is important to determine if you are creating an unbalanced load that exceeds the maximum 12,000 inch -pounds. The sample calculation below illustrates how you can determine your unbalanced load in inch -pounds. NOTE: Inch -pounds are a measure of the shelf loads acting at a distance (1/2 shelf depth) from the Uprite. SAMPLE CALCULATION 1. This loading situation may be represented by two separate loading sections, shown V below as Section A & Secion B. Find the Unbalanced inch -pounds acting on this Uprite Assume no shelves on Side 1 of Section B 2. Deck Load does not contribute to unbalanced load. SIDE 1 SIDE 2 SECTION A SIDE 1 SIDE 2 SECTION B 01-13F REV. AL 59154 6/2007 Lozier® Corporation 2007' L,zzmw® P.O. BOX 3448.OMAHA, NEBRASKA 68103-0448 • (800) 228-9882 Unbalanced Load Calculations Continued 3. NOTE: Shelf depth is divided by 2 because an evenly distributed shelf load is calculated as a total load at center of shelf depth. Shelf load is divided by 2 because a shelf load is supported by two uprites. WALL SECTION UNBALANCED LOAD CALCULATION: The method used to determine the unbalanced inch -pounds on a wall section is the same as the method shown for an island section. Simply consider the side without shelves having a load of zero. NOTE: See Wall Section Warnings on page 7. Subtract the smaller unbalanced load from the larger: NOTE: " # indicates inch -pounds. 13,250 inch -pounds - 2,650 inch -pounds = 10,600 inch -pounds This is the total unbalanced load acting on the uprite and must never exceed 12,000 inch -pounds per uprite CAUTION: In this example, 10,600 inch -pounds does not exceed the 12,000 inch -pound limit. However, note that the total of Section A and B on Side 2 is 13,250 inch -pounds. This means that Side 2 would exceed the 12,000 inch -pound limit if loaded before Side 1, or if Side 1 was unloaded before Side 2. Therefore, in the above example, Side 1 (the side with the smaller load) must be loaded before Side 2 is loaded, and Side 2 must be unloaded to less than 12,000 inch -pounds before Side 1 is unloaded. DO NOT EXCEED 12,000 INCH -POUNDS UNBALANCED LOAD! To replumb an island that has an unbalanced load, see page 1-9. SPECIAL WARNINGS: EXTENSION UPRITES - The maximum unbalanced load on shelves above the joint on an Extension Uprite should not exceed 2500 inch -pounds. PEGBOARD BACK LOADS - The load applied to Pegboard Backs with a standard Bottom Rail should not exceed 150 lbs. in total, 50 lbs. in any single square foot area, or 10 lbs. per hook. With heavy duty Bottom Rails, the load applied should not exceed 350 lbs. in total, 50 lbs. in any single square foot area, or 20 lbs. per hook. Excessive loading of Pegboard Backs can cause the Backs to fracture and/or become dislodged which could result in personal injury to employees or customers, damage to property, or damage to the fixture itself. 01-13F REV. AL 59154 6/2007 Lozier® Corporation 2007 Lsj rjaalt P.O. BOX 3448.OMAHA, NEBRASKA 68103-0448 • (800) 228-9882 (Shelf depth + 2) X (Shelf load + 2) SIDE 1 SIDE 2 SECTION A 12.5" x 100# = 1,250" # 14" x 100# = 1,400" # 12.5" x 250# = 3,125" # 14" x 250# = 3,500" # SECTION B 12.5" x 250# = 3,125" # 14" x 250# = 3,500"# TOTAL (Section A and B) 2,650" # (Sa 3,teiBlw) Subtract the smaller unbalanced load from the larger: NOTE: " # indicates inch -pounds. 13,250 inch -pounds - 2,650 inch -pounds = 10,600 inch -pounds This is the total unbalanced load acting on the uprite and must never exceed 12,000 inch -pounds per uprite CAUTION: In this example, 10,600 inch -pounds does not exceed the 12,000 inch -pound limit. However, note that the total of Section A and B on Side 2 is 13,250 inch -pounds. This means that Side 2 would exceed the 12,000 inch -pound limit if loaded before Side 1, or if Side 1 was unloaded before Side 2. Therefore, in the above example, Side 1 (the side with the smaller load) must be loaded before Side 2 is loaded, and Side 2 must be unloaded to less than 12,000 inch -pounds before Side 1 is unloaded. DO NOT EXCEED 12,000 INCH -POUNDS UNBALANCED LOAD! To replumb an island that has an unbalanced load, see page 1-9. SPECIAL WARNINGS: EXTENSION UPRITES - The maximum unbalanced load on shelves above the joint on an Extension Uprite should not exceed 2500 inch -pounds. PEGBOARD BACK LOADS - The load applied to Pegboard Backs with a standard Bottom Rail should not exceed 150 lbs. in total, 50 lbs. in any single square foot area, or 10 lbs. per hook. With heavy duty Bottom Rails, the load applied should not exceed 350 lbs. in total, 50 lbs. in any single square foot area, or 20 lbs. per hook. Excessive loading of Pegboard Backs can cause the Backs to fracture and/or become dislodged which could result in personal injury to employees or customers, damage to property, or damage to the fixture itself. 01-13F REV. AL 59154 6/2007 Lozier® Corporation 2007 Lsj rjaalt P.O. BOX 3448.OMAHA, NEBRASKA 68103-0448 • (800) 228-9882 Wall Section SOW Unbalanced Load Calculations Continued UPRITE NOMINAL HEIGHT Shelf must not exceed deck depth I—(A)—I Island Section UPRITE NOMINAL HEIGHT WALL BASE SIZE LEVELER SPACING(A) TALLEST UNANCHORED UPRITE 13" 9 3/4" 54" 16" 12 3/4" 72" 19" 15 3/4" 90" 22" 18 3/4" 108" 25" 21 3/4" 120" 28" 24 3/4" 144" NOTE: For Uprite applications taller than 144", contact Marketing. ISLAND BASE SIZE LEVELER SPACING(B) TALLEST UNANCHORED UPRITE 13"113" 19 1/2" 114" 13'716" 22 1/2" 132" 13'719" 25 1/2" 144" 16'716" 25 1/2" 144" NOTE: For Uprite applications taller than 144", contact Marketing. Important Notice for Free Standing Units - If Glass Doorkits are used on Wall Section or on one side only of Island Section, reduce maximum height by 12" - If fixture is on carpet, reduce maximum height by 12" Floor Anchoring To help avoid overturning: • The height of the Uprite (including Extension Uprites, if used) should not exceed the leveler spacing times six. See the charts. • If Uprites on Wall Sections exceed the heights listed, the Base Bracket and the Uprite levelers must be anchored to the floor or otherwise braced. • If Uprites on Gondola (Island) Sections exceed the heights listed, the Base Bracket levelers must be anchored to the floor and the Base Brackets must be secured to the Uprites with SAP pins. • Contact local building official for anchoring requirements in seismic zones. • Maximum shelf depth cannot exceed Base Deck depth. • Do not hang Peg Hooks, Shelves, or other accessories on the back side of a Wall Section or any section without Base Brackets. Wall Sections do not have Base Brackets on the back side to provide support, and use of the back side to display merchandise may cause the section to tip over. • Do not lean tall or heavy items against shelving unless shelving is anchored to a suitable building wall, to the floor, or otherwise braced to prevent overturning. The weight and force of leaning items on unanchored or unbraced shelving may cause the shelving to overturn or collapse. IMPORTANT! Failure to followthese instructions and warnings may result in personal injury to your employees or customers, damage to property, or damage to the fixture itself. 01-13F REV. AL 59154 6/2007 Loziere Corporation 2007 • LZ,,,=,�„IEt P.O. BOX 3448.OMAHA, NEBRASKA 68103-0448 • (800) 228-9882 /�i1Cllni"1i1 Will Section ANCHORING INFORMATION Anchoring of all Wall Sections is recommended for limiting deflection under loaded conditions. Additional unbalanced load capacity may be available if the Wall Sections are anchored to a suitable building wall or other structure to prevent collapse of the shelving. 6" Max T 6" Max "-- 2 X 4 Blocking (See at Right) N 0 The purchaser of the fixture is responsible for determining the suitability of any specific wall or structure T - to which shelving is anchored, for the selection of and/or proper installation of the anchoring fasteners, hardware and materials, and for the workmanship of those performing anchoring. These guidelines are meant to illustrate typical types of anchoring and do not constitute any endorsement by Lozier of any spe- cific anchoring application. Each application will vary due to the building, structure and materials used for anchoring, and professional advice should be sought for each anchored installation. Anchoring situations other than those illustrated may be encountered. As a guideline, each anchoring location shown must provide 450 lbs. pull-out resistance and be located as shown in these illustrations. Extreme care must be taken to insure that the building wall or other structure is solid and suitable for anchoring and will support the load being anchored to it. Do not use plastic or fiber anchors, concrete nails or regular nails. C10 c".1 1- 12" Max BLOCKING NOTE: All fasteners shown are Minimum diameter and length for applications illustrated. WALL MOUNT BRAC KET1- 2 x 4 Continuous Blocking (See below) ALL TYPES OF WALL WITH CONTINUOUS BLOCKING Use (2) #10 x 1 1/2' Wood Screws 1-8 of 20 DIRECTLY TO CONCRETE WALL Use (2) 1/4" x 2 1/2" Concrete Wedge Anchors ttach as near as possible to u" .t For wood & metal framed walls - attach to each stud. 5/16"x 4" Lag screw through uprite into blocking 2 x 4 CONT NUOUS BLOCKING BEHIND UPRITES CONCRETE 2x4 Cut Boards between Uprites 36"=34 9/16" 48"=46 9/16" 2 x 4 BLOCKING BETWEEN UPRITES ATTACHING BLOCKING TO WALL 2 x 4 Blocking 1/4"x 3 1/4" Conc. Wedge Anchor 1 1/4" Min. Embedment 2 x 4 Blocking 5/16"x 4" Lag Screw at each stud. 2 x 4 Blocking 1/4"x 3 1/4" self -tapping masonry. 1 1/4" Min. Embedment into solid material MA ONRY (Concrete block, brick, etc.) 2 x 4 Blocking (2) #8 x 2 5/8" self drilling dry wail screws at each stud. WO • D STUD WALL ME AL STUD WALL (14 ga. Min) 01-13F REV. AL 59154 6/2007 Lozier® Corporation 2007 LZ=,ffM® P.O. BOX 3448.OMAHA, NEBRASKA 68103-0448 • (800) 228-9882 Repinnibisig an Island w/Unbalanced Load The Lazier Uprite and Base Bracket System is designed to function well under most merchandising circumstances. However, occasionally one side of an island becomes more heavily loaded than the other, which causes the uprites to lean toward the heavy side. This may cause gaps between shelves on the heavy side. It is important to read all warnings prior to replumbing an island. Do not attempt to replumb an island that is overloaded! (exceeding 12,000 inch -pounds unbalanced load) WARNING: Before beginning, determine the unbalanced load on the wall or island to be sure it does not exceed 12,000 in. lbs. See Unbalanced Load Calculation. WARNING: A fully merchandised island will often contain several tons of merchandise. Extreme caution should be exercised to avoid shelving collapse or falling merchandise, which could result in serious injury. Shoppers and other persons not involved in adjusting the island should be denied access to the area during this procedure. WARNING: Do not remove the Closed Base Fronts or Base Decks from a loaded island, as this may cause shelving collapse. Before starting, the following are required: • Two people (one for pushing and one for adjusting levelers) • Carpenter's Level • Leveling Leg Wrench or 74; Open End Wrench • A Length of 2 x 4 or other similar material to aid in pushing against Uprite. Identify the Uprites that need to be replumbed by observing shelf gaps (as shown below) or by sighting down the • line of Uprites. Estimate how far out of plumb each Uprite is. • i4.13.4 1 11 I 011116340 I% Shelf Gap 2 Move to the lightly loaded side of the island and find the first Uprite to be rep- • lumbed. Pry the Closed Base Front (CBF) up about 1/2" to access the Base Bracket Leveling Leg. 3 Using the leveling wrench, screw in (retract) the Leveling Leg counter- • clockwise about 1 turn for each 1/, " the Uprite is out of plumb. 4. Move to the heavily loaded side of the island and locate the same Up - rite. Pry up the CBF to access the Base Bracket Leveling Leg. DO NOT TURN THE LEVELER YETI Have the second person push on the Uprite face 5 (heavy side) with the push bar. This will reduce / .1. e the pressure on the Leveling Leg which _ j is about to be extended. r 1140,E TSL IMO �IIIII-O.—` DO NOT ATTEMPT TO EXTEND THE LEVELING LEG WITHOUT RELIEVING THE PRESSURE ON IT. As the person pushing relieves the pressure on the Leveling Leg, use the Leveling Leg wrench to slowly extend the Leveling Leg clockwise, by the same number of turns as the Leveler on the opposite was retracted - plus 2 turns. CAUTION: Do ani extend the Base Bracket Leveling Leg more than 1" past the bottom of the Bracket. 6. Check to be sure Uprite is plumb with the Level. Repeat Steps 2-6, if necessary, until the Uprite is plumb. 01-13F REV. AL 7. Repeat Steps 2-6 for each Uprite that needs to be rep- lumbed. Sight down the tops of the Uprites to assure that the island is straight. 59154 6/2007 Lozier® Corporation 2007 AFFM:Eleria® P.O. BOX 3448.OMAHA, NEBRASKA 68103-0448 • (800) 228-9882 Wall Section 1 istallation Please read each step carefully! Refer to Component Breakdown on page 1-1 before starting. 1 Snap chalkline on floor in desired location of shelving run. • 3 4 Ket% ase g�aG eAs G'(° c tto Rs* zs o s ion ea 2 Lay out parts along chalkline as shown. At this point you will need one Back Panel for the first section of each island run. Splicer Rails (for two-piece Backs) • and Top Rails will be used in later steps. Determine what style of Base Bracket will be used and refer to step 3a or 3b to install. 3 TILT -IN BASE BRACKET a • Suggested Method for Seating Base Brackets With Uprites lying on floor, hook Base Bracket into narrow slots at bottom of Uprite. Base Bracket will snap into place when properly installed. See suggested method above for seating Base Brackets. Base Brackets are painted random colors and may not necessarily match the color of the Uprites. WARNING! The shelving system may collapse and cause injury if the Base Bracket latch is not properly engaged with the Uprite. A properly engaged latch tab will be at the back of the slot as illustrated. 3b. SPRING LOCKING BASE BRACKET Push Bracket fully into Uprite slots, then push down. Latch mustfully engage Uprite to lock the Bracket and Uprite together. Check latch tabs on both sides of Bracket. Tabs must be at the back of the slot in the Bracket. Refer to page 1-4 for removal and replacement of the Bracket. AWARNIN% yiHSTLIMCAS NO PROPERLYCEE GAGED Z'''',.. • o Ce - • TMAKE�, SURE LATCH IS ENGAGED PUSHDOWN o \ LATCH TAB AT BACK OF SLOT•• . lirtLIW•hil r ii;,i o LATCHTAB AT T _ • TH ME .T RRECT INCORRECT * A PROPERLY ENGAGED LATCH TAB WILL BE AT THE BACK Or THE SLOT AS ILLUSTRATED. 1 1 1 "1\ `I\1 3C. Drive one Shelf Alignment Pin (SAP) through each Uprite/Base Bracket assembly as shown. NOTE: Use hole for alignment pin that matches base bracket size. Shelf Alignment Pin 06 Base hol Low Base h *Not required with Spring Locking Base Brackets. 01-13F REV. AL 59154 6/2007 Lozier® Corporation 2007 AFAMEwille P.O. BOX 3448 . OMAHA, NEBRASKA 68103-0448 • (800) 228-9882 Wall Section Installation NOTE: Refer to BACK PANEL INFORMATION on Page 1-4 for Center Rail place- ment. If Telescopic Uprites (TEL) are being installed, the Center Rail must be in- stalled in the third lance (12") down from the top of the Uprite. If used with Uprites 60" through 72" high, a Center Rail must be installed in the third lance down and another installed at mid -height of uprite. Bend all tabs outwards (Detail 4a) at each end of the Center Rail. si. 3rd Lanc Slide Base Front from top or drive in from front. Base Front ti IMPORTANT! Do not let framework stand alone until a Back Panel is in place. Center Rails must be used. 4 • instructions packed with Wire Grid Clips or Slotwall Center Rail. Base Front Bend all tabs outward DETAIL 4a Assemble "framework" of first section by standing first two Uprite/Base Bracket assemblies vertically. Connect them by installing Base Fronts, Bottom Rail and Center Rail as shown. NOTE: When Wire Grid Backs or Slotwall Backs are to be used, follow Bend this rail tab outward View From Underneath 5 When Backs are only used on one side of the wall section, bend rail tab on opposite side • from panel outward. Use care in lowering Back into place. DO NOT DROP! 6 Install one Back now for stability. For two-piece Backs, install lower Back Panel at this time. Refer to Back Panel Information page 1-4 for Back Panel Sizes. • NOTE: Top of Pegboard Backs are marked with a paint stripe. First row of holes are'/e" from top edge. Center Rail Splicer Rail Second Center Rail for 96" & Higher Only TWO-PIECE BACK DETAIL NOTE If ceiling height is not adequate to drop Panels from top, insert one side edge and flex panel until other edge fits in place. When two-piece Backs are used, Center Rail is used on upper Back only for heights less than 96". For heights 96" and higher, a second Center Rail is used on the lower Back. To assemble two-piece Backs (after Center Rails are in place), install both lower Back Panels (refer to Back Panel Information page 1-4 for proper sizes). Install Splicer Rail over lower Back and install upper Back Panel. 7Assemble remaining framework along chalkline. Do ngt install remaining Backs • yet! Bend Bottom Rail tabs as in Step 5. 01-13F REV. AL 59154 6/2007 of 20 Lozier® Corporation 2007 Ljj='i' P.O. BOX 3448.OMAHA, NEBRASKA 68103-0448 • (800) 228-9882 Wall Section Installation Leveling Procedure Important For Proper Fit of Trim and Accessories! 8. Base Bracket and Uprite Levelers are pre-set to allow installation without any leveling adjustment on flat, level floors. Without adjustment, Wall Sections will tilt slightly backward, which may be desirable to help offset forward tilt when shelves are installed and loaded. A rearward tilt of approximately 3/4" is recommended for Wall Sections that will be heavily loaded. U_ and BB_LB LEVELER PRESET 0 0 O Nut at top of slot 13132' Nut at top of slot U_ and BB_06 LEVELER PRESET Against Wall Adjust Base Bracket Lev- eling Legs to tilt Uprites against wall. 9 If floor conditions show large amounts of uneven or unlevel conditions, proceed as follows: - Insert Leveling Leg Wrenches (LLW) and/or wedges into corresponding slots in the end Uprites. Run a string between and tie to the LLW s or wedges (Detail 1). Be sure the string is taut. Determine which Uprite is highest in the Wall Section run • of shelving. Adjust the corresponding slots on uprites below the highest Uprite upward to its level by adjusting the Leveling Legs on the Uprites (Detail 2). Now, extend the Base Bracket Leveling Legs with a screwdriver to tilt the top of the Uprites back to the wall. If rearward tilt is not desired, use a carpenter's level and adjust Base Bracket Levelers so uprites are plumb. CAUTION: Do not extend the Uprite Leveling Legs more than 1" past the bottom of the Uprite, and do not extend Base Bracket Levelers more than 1 7/16" past the bottom of the Base Bracket. 1-12 of 20 Uprite Leveling Legs ad- justed to achieve string/slot alignment. DETAIL 1 DETAIL 2 NOTE: Make su e string does not drag on face of Inter- mediate Uprites. Leveling Leg Wrench 1/2" .2 .446‘� Cut Wedges from '/a' Thick Material I 01-13F REV. AL 59154 6/2007 Lozier® Corporation 2007 Lzrn,t P.O. BOX 3448 OMAHA, NEBRASKA 68103-0448 • (800) 228-9882 Wall Section installation At this time, anchor wall sections if required. For anchoring to the floor, refer to "Wall Section Warnings" • on page 1-7. For anchoring to the wall, refer to "Anchoring Wall Sections" on page 1-8. AVAILABLE ANCHORING COMPONENTS (Fasteners Not Included) Wall Mount Bracket DC2191 PK20 If a long run (greater than 12') of wall sections is to be anchored to the wall, be sure that the center -to -center distance between uprites is correct. Do this by tempo- rarily installing two continuous levels of shelving before anchoring the uprites to the wall. Failure to do so could result in shelves that do not fit correctly or at all. Uprite Anchor Plate DC1241PK10 Base Bracket Anchor Plate DC1242PK10 In some fixture installation situations, it is necessary to anchor wall and island sections to the floor. Anchor plates should be used when the shelving unit exceeds the limits stated in Wall Section Warnings (page I-7). Anchoring is usually required by building codes for shelving over 5' high in seismic zones 3 and 4. (Contact local building officials for anchoring requirements.) 11 Install remaining Backs. Refer to Back Panel Information on page 4 for proper sizes. For two-piece Backs refer to • Detail on Step 6. IMPORTANT For two piece backs use splicer rails as shown in Detail in Step 6. WARNING! Do not exceed maximum allowable Pegboard Back loads - see Unbalanced Load Calculations Section 3 Special Warnings. 01-13F REV. AL 59154 6/2007 Lozier® Corporation 2007 LW,t P.O. BOX 3448 . OMAHA, NEBRASKA 68103-0448 • (800) 228-9882 Wall Section Installation) 1 Install Base End Trims, Uprite • End Trims and Top Rails. BET must slide behind ront and rear flanges on Base Bracket to be properly seated F E:,,,r-_._.._ 7. Plan View of Base Bracket JMPORTANT Base Bracket End Trim (BET) must be installed before installing Base Decks. 1. Insert front flange into front of BB adjacent to the CBF ,,o Hook top of Uprite End Trim over top of Uprite, then press on working toward floor. ti Top Rails - Tabs on Top Rail must lock in place. BET - Slide over Base Bracket until Stop Tab on BET rests on top of Base Bracket (see Detail below). IMPORTANT See Plan View of Base Bracket above for seating Base Bracket End Trim 2. Put rear flange against BB hook slide shown Deck Hold Down Pin t �I Install Base Decks and Shelves as shown. Be sure Base End Trim (BET) is installed before installing Base • Decks (see Step 12). Refer to Allowable Shelf Load Limits on page 1-3 for shelf information. To install Decks, tilt upward and hook rear molding behind deck hold down pin. Deck must sit on lock tab on BET 1-14 of 20 NOTICE: If Trim or Shelves do not fit properly, check to be sure unit is leveled properly. If the Uprites are not plumb and/or at proper height, redo Step 8. 01-13F REV. AL 59154 6/2007 Lozier® Corporation 2007 L,�,,,_,,�, ® P.O. BOX 3448 OMAHA, NEBRASKA 68103-0448 • (800) 228-9882 Island Section installation Please read each step carefully! Refer to Component Breakdown on page I-1 before starting. Snap chalkline on floor for desired locations • of all island runs. Snap Chalkline Here 2 Grafi re Gec�on tt�Ra�\�`o�ks 0age Lay out parts along chalkline as shown. At this point you will need one Back Panel for the first section of each • island run. Splicer Rails (for two-piece Backs) and Top Rails will be used in later steps. Determine what style of Base Bracket will be used and refer to step 3a or 3b to install. 01-13F REV. AL 1-15 of 20 59154 6/2007 Lozier® Corporation 2007 ,Lzsr,ffilt® P.O. BOX 3448.OMAHA, NEBRASKA 68103-0448 • (800) 228-9882 1 AWARNu NG INJURY FSYSTEM,TMAY SO PROPERLY ENGAGED • � O • 4i I *TO MAKE SURE LATCH �` P ENGAGED PUSH DOWN \ LATCH TAB AT l� BACK Of SLOT 4lira1 WAN'� `'4\X 01r1114 iiiiii LATCH TAB AT THE M • g THE �.T CORRECT INCORRECT *A PROPERLY ENGAGED LATCH TAB WILL BE AT THE BACK Of THE SLOT AS ILLUSTRATED. Island Section installation TILT -IN BASE BRACKET Suggested Method for Seating Base Brackets 3 With Uprites lying on floor, hook Base Bracket into narrow slots at bottom of Uprite. Base Bracket will snap into place when properly installed. See suggested method above for seating Base Brackets. Base Brackets are painted random colors and may not necessarily match the color of the Uprites. SPRING LOCKING BASE BRACKET b. WARNING! The shelving system may collapse and cause injury if the Base Bracket latch is not properly engaged with the Uprite. A properly engaged latch tab will beatthe back of the slot as illustrated. Push Bracket fully into Uprite slots, then push down. Latch must fully engage Uprite to lock the Bracket and Uprite together. Check latch tabs on both sides of Bracket. Tabs must be at the back of the slot in the Bracket. Refer to page 1-4 for removal and replacement of the Bracket. NOTE: Refer to BACK PANEL INFORMATION on page 4 for Center Rail placement. If Telescopic Uprites (TEL) are being installed, the Center Rail must be installed in the third lance (12") down from the top of the Uprite. If used with Uprites 60" through 72" high, a Center Rail must be installed in the third lance down and another installed at mid -height of uprite. Bend all tabs outward (Detail 4a) at each end of the Center Rail. Slide Base Front from top or drive in from front. 1-16 of 20 IMPORTANT! Do not let framework stand alone until a Back Panel is in place. Center Rails must be used. Bend all tabs outward DETAIL 4a I I I I I I 4 Assemble "framework" of first section by standing first two Uprite/Base Bracket assemblies vertically. Connect them by installing Base Fronts, Bottom Rail and Center Rail as shown. NOTE: When Wire Grid Backs or Slotwall Backs are to be used, follow instructions packed with Wire Grid Clips or 0 Slotwall Center Rail. 01-13F REV. AL 59154 6/2007 Lozier® Corporation 2007 Lsjsffir P.O. BOX 3448.OMAHA, NEBRASKA 68103-0448 • (800) 228-9882 Island Section Installation Use care in lowering Back into place. DO NOT DROP! NOTE: Top of Pegboard Backs are marked with a paint stripe. First row of holes are 7/8" from top edge. Center Rail Splicer Rail Second Cen- ter Rail for 96" & Higher Only NOTE: If ceiling height is not adequate to drop Panels from top, insert one side edge and flex panel until other edge fits in place. When two-piece Backs are used, Center Rail is used on upper Backonly forheights less than 96". For heights 96" and higher, a second Center Rail is used on the lower Back. To assemble two-piece Backs (after Center Rails are in place), install both lower Back Panels (refer to Back Panel Information on page 4 for proper sizes). Install Splicer Rail over lower Backs and install upper Back Panels. TWO-PIECE BACK DETAIL 5 Install one Back now for stability. For two-piece Backs, install lower Back Panel only at this time. Refer to Back • Panel Information on page 4 for Back Panel Sizes. 6 Assemble remaining framework along chalkline. Do not install • remaining Backs yet! 01-13F REV. AL I-17 of 20 59154 6/2007 Lozier® Corporation 2007 . iagz e® P.O. BOX 3448 . OMAHA, NEBRASKA 68103-0448 • (800) 228-9882 island Section Installation. 7. Leveling Procedure Important For Proper Fit of Trim and Accessories! The Base Brackets and the Uprite Leveling Legs are pre-set to allow installation of the Island Sections without any leveling adjustment on flat, level floors. Minor adjustments in level and plumbness can be made, if necessary, by simply extending the Base Bracket and/or Uprite Leveling Legs to compensate for low areas in the floor. When finished, make sure the Uprite Leveling Legs have 1/16" clearance above the floor. See Step 9. i 0 c 0 • O "Tins" U_ and BB 06 LEVELER PRESET 0n a 0 0 1/16" (Th U_ and BB_ LB LEVELER PRESET Nut at top of slot 13/32' Nut at top of slot 13132° Uprite Leveling Legs adjusted to achieve string/slot alignment. NOTE Make sure string does not drag on face of Intermediate Uprites. Leveling Leg Wrench 7/ » Cut Wedges from l/, Thick Material If floor conditions show large amounts of uneven or unlevel conditions, proceed as follows: - Insert Leveling Leg 8 Wrenches (LLW) and/or wedges into corresponding slots in the end Uprites. Run a string between and tie to the LLW's or wedges (Detail 1). Be sure the string is taut. Determine which Uprite is highest in the Island Section run • of shelving. Adjust the corresponding slots on uprites below the highest Uprite upward to its level by adjusting the Leveling Legs on the Base Brackets (Detail 2). At the same time, keep each Uprite plumb by checking with a carpenter's level. CAUTION: Do not extend Uprate Levelers more than 1" past the bottom of the Uprite, and do not extend the Base Bracket Leveling Legs more than 1 7116" past the bottom of the Bracket. 1-18 of 20 01-13F REV. AL 59154 6/2007 Loziere Corporation 2007 „L.z�,��® P.O. BOX 3448.OMAHA, NEBRASKA 68103-0448 • (800) 228-9882 Island Section Installation 9 Adjust the Uprite Leveling Legs on each Uprite so that the gap is approximately 1/16". • u 0 0 0 0C 0 4 0 0 0 • • 0 0 0 e NOTE: At this point, all Uprites must be plumb and at proper height. 0 0 1/16" /16 Install remaining Backs. Refer to Back Panel Information on page 1-4 for proper sizes. For two-piece Backs refer to Detail on page 1-17, Step 5. • IMPORTANT For two piece backs use splicer rails as shown in Detail on page 1-17, Step 5. WARNING! Do not exceed maximum allowable Pegboard Back loads - see Unbalanced Load Calculations Section 3 Special Warnings. 01-13F REV. AL 1-19 of 2C 59154 6/2007 Lozier® Corporation 2007- Z,z�., ,,Er P.O. BOX 3448.OMAHA, NEBRASKA 68103-0448 • (800) 228-9882 Island Section Installation 11. 1 Install Base End Trims, Uprite End Trims and Top Rails. BET must slide behind front and rear flanges on Base Bracket to be properly seated Plan View of 1 Base Bracket j IMPORTANT Base Bracket End Trim (BET) must be installed before installing Base Decks. Hook top of Uprite End Trim over top of Uprite, then press on working toward floor. \ �y v Top Rails - Tabs on Top Rail must lock in place. IMPORTANT See Plan View of Base Bracket above for seating Base Bracket End Trim BET - Slide over Base Bracket until Stop Tab on BET rests on top of Base Bracket (see Detail below). 1. Insert front flange into front of BB adjacent to the CBF 2. Put rear flange against BB hook slide shown l Install Base Decks and Shelves as shown.43:Sure Base End Trim (BET) is installed before installing Base Decks (see Step 11). Refer to Allowable elLoad Limits on page 1-3 for shelf information. • �. Deck Hol Down Pin To install Decks, tilt upward and hook rear molding behind deck hold down pin. ii• cr Deck must sit on \ lock tab on BET 1-20 of 20 NOTICE: If Trim or Shelves do not fit properly, check to be sure unit is leveled properly. If the Uprites are not plumb and/or at proper height, redo Step 7, page 1-18. 01-13F REV. AL 59154 6/2007 Lozier® Corporation 2007 ZZIE® P.O. BOX 3448.OMAHA, NEBRASKA 68103-0448 • (800) 228-9882 1 "- L .245"-/ BASIC SHELVING SYSTEM DIMENSIONS bADD 2" TOTAL TO OVERALL NOM. RUN LENGTH UPRITE SLOTS 24",30", 36" OR 48" O.C. 'r I]] a [TOP RAIL O 0 0 0 0 0 0 .755� 9/16' p 001' t 0 0 0 0 0 0 O 0 0 0 0 u-0 0 0 0 0 0 0 o0 0 0 0 0 0 0 . U o 0 0 0 0 0 0 00 0 00 0 0 0 0 --PEGBOARD 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 01:, 0 0 o 0 0 1" f 7/8" 1" O.C. 0 0 0 BASE DECK /BASE FRONT BASE END TRIM --.348" 'TL' STLYE SIZES: 7", 10", 13", 15", 16", 17", 19" 2 17/32" NOMINAL SHELF DEPTH NOM. DEPTH - 3/8" 11/32" 'TL' STLYE SIZES: 20", 22", 25", 28", 31" NOMINAL SHELF DEPTH NOM. DEPTH - 3/8" FLAT POSITION = 1.5 DEG. UPSLOPE UPRITE HEIGHT FROM TOP OF UPRITE TO BASE DECK = NOMINAL HEIGHT MINUS: 8 3/16" (STANDARD 06 BASE) OR 6 1/4" (LOW BASE) BASE DECK SIZES 13", 16", 19", 22", 25", 28", 31" 1 15/16" 11/4"- -� NOM. DECK SIZE - 0.1875" THICK FACE CHANNEL AVAILABLE HEIGHTS: 36" TO 144" IN 6" INCREMENTS BASE DECK SIZES 13", 16", 19", 22", 25", 28", 31" 11/32" BASE END TRIM EXTENDS .2" ABOVE BASE DECK J NOM. DECK SIZE - 2.75"— LEVELER (TYP.) I NOMINMINBASE S3DECK SIZE I NOMINMNAS3DgCKSIZE FRONT VIEW SIDE VIEW ©2001 LOZIER CORP. ANZZEMel r �3 1/4" TO BASE END TRIM MAX. LEVELER EXTENSION OUT OF BASE BRACKET = 1 7/16"- 6336 PERSHING DR. OMAHA, NE 68110 1-800-228-9882 UPRITE SEE DETAIL UPRITE END TRIM ISLAND SECTION SHELVING STRUCTURAL COMPONENTS TOP RAIL. SPLICER RAIL CENTER RAIL C C SHELF SEE DETAIL BOTTOM RAIL BASE END TRIM UPRITE ANCHOR PLATE SEE DETAIL r a.• as BASE BRACKET SEE DETAIL BASE DECK CLOSED BASE FRONT BASE BRACKET ANCHOR PLATE SEE DETAIL Areararan Prices and Specifications subject to change without notice *1-800-228-9882* www.lozier.com 02003 Lozie? Corporation This drawing has been prepared in accordance with instructions and specifications provided by the customer customer is solely responsible for compliance with all loco!, state, and federal laws, regulations, and UPRITE SEE DETAIL UPRITE END TRIM WALL SECTION SHELVING STRUCTURAL COMPONENTS TOP RAIL SPLICER RAL SHELF 5EE DETAIL CENTER RAIL BOTTOM RAIL BASE END TRIM UPRITE ANCHOR PLATE SEE DETAIL ! 0117 AA BASE BRACKET SEE DETAIL BASE BRACKET ANCHOR PLATE 5EE DETAIL. $:ME BASE DECK CLOSED BASE FRONT Prices and Specifications subject to change without notice *1-800-228-9882* www.lozier.com ©2003 Loziee Corporation This drawing has been prepared in accordance with instructions and specifications provided by the customer, customer is solely responsible for compliance with ail local, state, and federal laws, regulations, and a,.:u:,w...-.,x.....ar...iai... ....,..,.....r,....,....i....,,r.J.,;-.- I IrF.,.,- ...,a...,..a...m.,.,� This drawing and its contents are the exclusive and confidential property of Lozier Corporation and its affiliated companies. The drawing is provided only for the purposes intended and shall at all times be kept confidential by the customer or supplier, who shall not, without the prior written consent of Lozier, diclose, use or disseminate, in whole or in part, this drawing, its contents, or concepts. and shall promptly return the drawing upon request without retaining any copies thereof. 135 142 7/8 144 129 136 7/8 138 123 130 7/8 132 117 124 7/8 126 11 I 115 7/8 120 105 1127/8 114 99 10G 7/8 108 93 100 7/8 102 87 94 7/8 9G 81 88 7/8 90 140. OF A NOM SLOTS A NOM TOP CAP 75 82 7/8 84 69 76 7/5 78 63 70 7/8 72 57 64 7/8 GG 51 58 7/8 GO 45 52 7/5 54 39 46 7/8 48 33 40 7/8 42 27 34 7/8 3G 21 28 7/8 30 15 22 7/8 24 NO. OF A NOM SLOTS STIFFENER SECTION B-5 LEVELING LEG ASSEMBLY NOT SHOWN STIFFENER -p J Q- S SECTION C -C LEVELING LEG ASSEMBLY NOT SHOWN 01 gr • a * a II • • !t • 11 •k 1 -ilY�l O O • • • O • O * • 0 FACE CHANNEL SIDE CHANNEL / r ES UPRITE LEVELER LEG A55LY. SECTION A -A ©2000 LOZIER CORP. SIDE CHANNEL FACE CHANNEL FACE CHANNEL (ITEM I ) FLUSH TO 3/64 MAX EXTENDED OR 1/32 MAX RECESSED (EXCEPT TOP i') ARE$K.fil UPRITE DETAILS 6336 PERSH I NG DR. OMAHA, NE 681 10 I -800-228-9882 DETAIL OF FACE SNOWING WELD SHEET I OF 2 This drawing and its contents are the exclusive and confidential property of Loner Corporation and its affiliated companies. The drawing 15 provided only for the purposes intended and shall at all times be kept confidential by the customer or supplier, who shall not, without the prior written consent of Loner, diclose, use or disseminate, in whole or In part, this drawing, its contents, or concepts, and shall promptly return the drawing upon request without retaining any copies thereof. 18 GA. SIDE CHANNEL MATERIAL SPECIFICATION COW ROLLED HIGH STRENGTH, LOW ALLOY (HSLA) GRADE 45 CLASS II STEEL. MATERIAL TO MEET ASTM SPECIFICATION AG07. LIMITED TO 57000 PSI MAX YIELD, 22% MIN ELONGATION EXCEPT 24% NATIONAL AND US STEEL. LIMITED TO 55000 P5I MIN TENSILE ORDER THICKNESS: .043 MINIMUM. 5/ 16 TYP F.375 x.298 2 17/32 1.781 .891 R3/32 RI/16 MAXTYP 9/320 DETAIL A R9/64 f .505 f .643 I .935 TO START Of RADIUS TO SHARP CORNER —114 _11_1/4 ftyp.J FACE CHANNEL MATERIAL SPECIFICATION VENDOR SPECIFICATIONS: 1 1/4 X 3/8 X LENGTH, ASTM 1044 SPECIAL HOT ROLLED STEEL WITH .60% TO .90% MAGANESE (CALUMET) OR ASTM A572-60 HOT ROLLED STEEL (COURTICE) YIELD: 60,000 PSI MINIMUM 375 +.031 1.237 +.020 1.275 -.010 MAXIMUM OVERALL WIDTH .730 MINIMUM FLAT WI DTN E3 -ESO 0 7 7/8 REF 3/8 7/8 5/32j 4 1/2 2 25/32 1 5/8 FF11 I/2 T 3/4 TYP ©2000 LOZIER CORP. I" O.C. TYPICAL 23/64 TYP — DETAIL OF FACE 3 3/8 REF SHOWING SLOTS ,1112 UPRITE DETAILS 6336 PERSHING DR. OMAHA, NE 68110 1-800-228-9882 �I 1_,31,G SHEET 2 OF 2 This drawing and its contents are the exclusive and confidential property of Loaier Corporation and its affiliated companies. The drawing is provided only for the purposes intended and shall at all times be kept confidential by the customer or supplier, who shall not, without the prior written consent of Loner, diclose, use or disseminate. in whole or in part, this drawing, its contents, or concepts, and shall promptly return the drawing upon request without retaining any copies thereof. BASE DECK PIN SEARING AREA 4.2750 NOTE: DOUBLE THICKNESS TENSION AREA DETAIL A 11 GA. HOOK MATERIAL COLD ROLLED STEEL SHEET, SAE #1022 FULL HARD TEMPER 107,000 P51 MINIMUM TENSILE STRENGTH 18 GA HSLA MATERIAL COLO ROLLED HIGH STRENGTH, LOW ALLOY (HSLA) GRADE 45 CLASS II STEEL. MATERIAL TO MEET ASTM SPECIFICATION A607. LIMITED TO 57000 PSI MAX YIELD 28 9/32 3 I b531LBS 25 9/32 28 B1328LBS 22 9/32 25 BB25L135 19 9/32 22 BB22LB5 169/32 19 BB19LBS 13 9/32 16 BB16LB5 109/32 13 BB13L155 C NOM PART NUMBER BASE BRACKET HALF A BRACKET HOOK/ (DOUBLE THICK) BASE BRACKET HALF C A SECTION A -A ©2000 LOZfER CORP. A WMAI 6336 PERSHING DR. OMAHA, NE G8I 10 1-800-228-9882 2 REP 13/32 L WITH CAGED NUT AT TOP OF SLOT LOW BASE BRACKET DETAILS SKEET 1 Of 1 . 4 1/3 1 iiii,i • O 0 ® ® ©2000 LOZfER CORP. A WMAI 6336 PERSHING DR. OMAHA, NE G8I 10 1-800-228-9882 2 REP 13/32 L WITH CAGED NUT AT TOP OF SLOT LOW BASE BRACKET DETAILS SKEET 1 Of 1 . This drawing and its contents are the exclusive and confidential property of Lozier Corporation and its affiliated companies. The drawing is provided only for the purposes intended and shall at all times be kept confidential by the customer or supplier, who shall not, without the prior written consent of Lozier, diclose, use or disseminate, in whole or in part, this drawing, its contents, or concepts, and shall promptly return the drawing upon request without retaining any copies thereof. RECOMMENDED LOAD CAPACITIES SHOWN ARE BASED ON EVENLY DISTRIBUTED STATIC LOAD. ALL SHELVES AND DECKS ARE FINISHED WITH A DURABLE WEAR RESISTANT FINISH. CAPACITIES SHOWN ARE REDUCED BY 30% WHEN FRONT HALF ONLY IS LOADED. LOAD CAPACITIES BRACKET PROFILE STYLE DEPTH MAX. EVENLY DISTRIBUTED STATIC LOAD CAPACITY FLAT (IN LBS.) 21+_ TL STYLE 7" TI—IRU I 9" 300 500 0 eD TL STYLE 22" THRU 3 I " 500 400 �+ • o _ 2++_ DL STYLE 7" THRU 19' 300 500 0 O 2"-28", 8 DL STYLE 22", 25" 31" 500 400 09 MATERIAL: I I GA CRS BRACKET STEEL COLD ROLLED STEEL SPECIFICATIONS: COLD ROLLED STEEL SHEET, SAE # 1022 FULL HARD TEMPER 107,000 P5I MINIMUM TENSILE STRENGTH (ANY DIRECTION) SURFACE: MATTE FINISH OR SMOOTHER, LIGHTLY OILED CARBON: .25% MAXIMUM SILICON:. 15% TO .30% ©2000 LOZIER CORP. IM5N DL & TL STYLE SHELF BRACKETS - 6336 PERSHING DR. OMAHA, NE 68110 1-800-228-9882 SHEET 1 Of 1 • This drawing and its contents are the exclusive and confidential property of Lozier Corporation and its affiliated companies. The drawing is provided only for the purposes intended and shall at all times be kept confidential by the customer or supplier, who shall not, without the prior written consent of Lozier, diclose, use or disseminate, in whole or in part, this drawing, its contents, or concepts, and shall promptly return the drawing upon request without retaining any copies thereof. 5/8 7 7/8" 0 0 0 0 0 0 0 SPECIFICATIONS: I . I 1/4 X 3/5 X LENGTH, ASTM A572-60 HOT ROLLED STEEL FINISH: AS ROLLED YIELD: 60,000 P5I MINIMUM. ©2000 LOZIER CORP. Ilya ra Milti 6336 PERSHING DR. OMAHA, NE 681 10 1-800-228-9882 1 19/32:] REF t DCA1131 End Uprite Anchor Plate SHEET 1 OF 1 This drawing and its contents are the exclusive and confidential property of Lazier Corporation and its affiliated companies. The drawing Is provided only for the purposes intended and shall at all times be kept confidential by the customer or supplier, who shall not, without the prior written consent of Lazier, diclose, use or disseminate, in whole or In part, this drawing, its contents, or concepts, and shall promptly return the drawing upon request without retaining any copies thereof. 3/8±I/IGTYP �- 1 1/32±I/IG TYP� 1 3/4 4 05/IG (2) PLS 1/2 TYP NOTES: I. PART MUST FIT OVER A STANDARD LOZIER UPRITE AS SHOWN BELOW. 2. MATERIAL: - COIL, 12 GA GALV. WALL MOUNT BRACKET UPRITE ©2000 LOZIER CORP. Izz 6336 FER5111NG DR. OMAHA, NE G51 10 1-500-225-9882 — 3/4 TYP SECTION A•A DC2191 WALL MOUNT BRACKET SKEET I OF I This drawing and its contents are the exclusive and confidential property of Lozier Corporation and its affiliated companies. The drawing is provided only for the purposes intended and shall at all times be kept confidential by the customer or supplier, who shall not, without the prior written consent of Lozier, enclose, use or disseminate, in whole or in part, this drawing, its contents, or concepts, and shall promptly return the drawing upon request without retaining any copies thereof. 03/8 TYP (2) PLS R1/4 5/16 TYP DC1241 UPRITE ANCHOR PLATE MATERIAL SPECIFICATION: HOT ROLLED COMMERCIAL QUALITY THICKNESS: 0.097 INCH MINIMUM I . 12 GA. GLV. STEEL 2. THICKNESS: .105 ± .006 ©2000 LOZIER CORP. i rEINZMA 1 I 2 03/8 (2) PLS 6336 PERSHING DR. OMAHA, NE 68110 1-800-228-9882 1 /2 R1/4 3 1/2 3/4 TYP- 1 3/4 5/1 6 TYP 1/2 1 1/2 3/4 TYP J DC1242 BASE BRACKET ANCHOR PLATE ANCHOR PLATE DETAILS SHEET 1 OF 1 INSTALLATION INSTRUCTIONS WALL MOUNT BRACKET (DC2191) Anchoring of all Wall Sections is recommended for limiting deflection under loaded conditions. Additional unbalanced load capacity may be available if the Wall Sections are anchored to a suitable building wall or other structure to prevent collapse of the shelving, The purchaser of the fixture is responsible for determining the suitability of any specific wall or structure to which shelving is anchored, for the selection of and/or proper installation of the anchoring fasteners, hardware and materials, and for the workmanship of those performing anchoring. These guidelines are meant to illustrate typical types of anchoring and do not constitute any endorsement by Lazier of any specific anchoring application. Each application will vary due to the building, structure and materials used for anchoring, and professional advice should be sought for each anchored installation. Anchoring situations other than those illustrated may be encountered. As a guideline, each anchoring location shown must provide 450 lbs. pull—out resistance and be located as shown in these illustrations. Extreme care must be taken to insure that the building wall or other structure is solid and suitable for anchoring and will support the load being anchored to it. Do not use plastic or fiber anchors, concrete nails or regular nails. 2 X 4 BLOCKING (SEE PAGE 3) 2 X 4 SPACER ATTACHED TO WALL AT 48" O.C. MIN. SINGLE LEVEL BLOCKING 02007 LOZIER CORPORATION 6336 PERSHING DRIVE 11-83 REV. H OMAHA, NEBRASKA 68110 59509 08/07/07 (800) 228-9882 PAGE 1 OF 3 INSTALLATION INSTRUCTION S WALL MOUNT BRACKET (DC2191) CENTER UPRITES— Slide Wall Mount Bracket over Uprite Side Channel. (See FIGURE 2). Attach Wall Mount Bracket to approriate wall or 2 x 4 Blocking. END UPRITES— Place Wall Mount Bracket over the lip of the Uprite side channel. (See FIGURE 3). Attach Wall Mount Bracket to appropriate wall or 2 x 4 Blocking. FIGURE 2 CENTER UPRITES FIGURE 3 END UPRITES NOTE: All fasteners shown ore minimum diameter and length for applications illustrated. WALL MOUNT BRACKET IIJ gj 2 X 4 CONTINOUS BLOCKING (SEE BELOW) USE (2) #10 X 1 1/2" WOOD SCREWS ALL TYPES OF WALL WITH CONTINOUS BLOCKING USE (2) 1/4" X 2 1/2" CONCRETE WEDGE ANCHORS DIRECTLY TO CONCRETE WALL nyzQs:c7 D2007 LOZIER CORPORATION 6336 PERSHING DRIVE 11-83 REV. H OMAHA, NEBRASKA 68110 59509 08/07/Q7 (800) 228-9882 PAGE 2 OF 3 INSTALLATION I\STRUCTIONS WALL MOUNT BRACKET (DC2191) NOTE: All fasteners shown are minimum diameter and length for applications illustrated. ATTACH AS NEAR AS POSSIBLE TO UPRITE 5/16" X 4" LAG SCREW THROUGH UPRITE INTO BLOCK 2 X 4 CONTINOUS BLOCKING BEHIND UPRITES 2 X 4 CUT BOARD BETWEEN UPRITES FOR WOOD & METAL FRAMED WALL; ATTACH TO EACH STUD 36"=34 9/16" 48"=46 9/16" 2 X 4 BLOCKING BETWEEN UPRITES ATTACHING BLOCKING TO WALL 2X4 BLOCKING CONCRETE WOOD STUD WALL 44005 1/4" X 3 1/4" CONC. OIII 1/4" X 3 1/4" SELF—TAPPING WEDGE ANCHOR j40 MASONRY. 1 1/4" MIN. /4 MIN. EMBEDMENT 1 1 " EMBEDMENT INTO SOLID MATERIAL MASONRY (CONCRETE BLOCK, BRICK, ETC.) 2X4 BLOCKING 2X4 BLOCKING 5/16" X 4" LAG SCREW AT EACH STUD 2X4 BLOCKING (2) #8 X 2 5/8" SELF— DRILLING DRY WALL SCREWS AT EACH STUD METAL STUD WALL (14 ga. min.) D2007 LOZIER CORPORATION 6336 PERSHING DRIVE 11-83 REV. H OMAHA, NEBRASKA 68110 59509 08/07/Q7 (800) 228-9882 PAGE 3 OF 3 INSTALLATION INSTRUCTIONS WALL END STABILIZER STEP 1: Assemble the basic shelving components per Display Shelving Installation Instruction 01-13 provided, but DO NOT install the top rail in the last section of the gondola where the wall end display will be attached. Remove the top rail in this section if the gondola is already assembled (see FIGURE 1). STEP 2: Assemble the components for the wall end display unit per pisploy Shelving Installation Instruction 01-13, but DO NOT install the standard top rail (see FIGURE 1). NOTE: Wall end displays larger than NOM 48 are made up of (2) sections and include a 3rd uprite between the two end uprites. GONDOLA SHELVING GONDOLA SHELVING NO TOP RAILS UP TO NOM 48 WALL END UNIT NO TOP RAILS LARGER THAN NOM 48 WALL END UNIT FIGURE 1 (2) SECTION WALL END DISPLAY WALL END DISPLAY V2003 LOZIER CORPORATION 6336 PERSHING DRIVE OMAHA, NEBRASKA 68110 (800) 228-9882 09-80 REV. L PC049992 08/04/Q3 PAGE 1 OF 5 INSTALLATION INSTRUCTIONS WALL END STABILIZER STEP 3: Carefully install the uprite inserts into the end uprites of the gondola until the tops of inserts and the uprites are flush (see FIGURE 2). The uprite inserts should snap into place and engage the second lance from the top of the uprites (see FIGURE 2A). TOP VIEW GONDOLA SQUEEZE SLIGHTLY AND INSERT INTO UPRITE 0 O O O 0 O O BOTTOM FLANGE SHOULD SNAP INTO PLACE AND ENGAGE SECOND LANCE FROM TOP OF UPRITE FIGURE 2A (BACK PANELS NOT SHOWN FOR CLARITY) UPRITE INSERT (2) PLS LAST SECTION OF GONDOLA UPRITES FIGURE WALL END 2-12:27.E?cg ©2003 LOZIER CORPORATION 6336 PERSHING DRIVE OMAHA, NEBRASKA 68110 (800) 228-9882 09-80 REV. L PC049992 08/04/03 PAGE 2 OF 5 INSTALLATION INSTRUCTIONS WALL END STABILIZER STEP 4: Carefully install the uprite inserts into the top of the wall end uprites as in step 3. GONDOLA UPRITE INSERT (2 PLS) UPRITE INSERT (3 PLS) WALL END UPRITES FIGURE 3 (2) SECTION WALL END STEP 5: Install the wall end display top rail over the top of the uprites. Secure in place with 1/4-20 x 3/4 machine screws, DO NOT OVER TIGHTEN. See FIGURE 4. 1/4-20 x 3/4 MACHINE SCREW (EACH END) WALL END DISPLAY UNIT 0 0 0 0 0 0 0 0 1 0 0 1 o 0 0 0 0 FIGURE 4 WALL END DISPLAY TOP RAIL STEP 6: For (2) section wall ends, the wall end top rail must be secured to the center uprite with an additional 1/4-20 x 3/4 machine screw (see FIGURE 5). 1/4-20 x 3/4 MACHINE SCREW REQUIRED IN CENTER FOR (2) SECTION WALL ENDS 0 0 O 0 O 0 O 0 O 0 0 0 0 0 0 0 0 0 0 0 0 WALL END DISPLAY UNIT CENTER UPRITE FIGURE 5 LARGER THAN NOM 48 IL5,77fr.6,371 22003 LOZIER CORPORATION 6336 PERSHING DRIVE 09-80 REV. L OMAHA, NEBRASKA 68110 PC049992 08/O4/03" (800) 228-9882 PAGE 3 OF 5 INSTALLATION INSTRUCTIONS WALL END STABILIZER STEP 7: Position the wall end display unit in the desired location. The end uprite on the gondola section must be centered between the appropriate slots along the top of the end display top rail. If required, adjust the level of the wall end display unit so the top of the top rail is flush with the top of the end uprite of the gondola (see FIGURE 6). FLUSH WITH TOP OF UPRITE AND CENTERED BETWEEN APPROPRIATE SLOTS FIGURE 6 GONDOLA STEP 8: Install the gondola top rail by inserting the tabs on the end into the slots on the wall end display top rail. Rotate the gondola top rail down on top of the uprites and secure in place with (2) 1/4-20 x 3/4 machine screws. Note: Make sure the tabs are fully seated in the slots (see FIGURE 7). STEP 9: Install the uprite end trim (UET) over the top of the wall end unit top rail. GONDOLA TOP RAIL 1 /4-20 x 3/4 MS (2) PLS UET WALL END DISPLAY FIGURE 7 GONDOLA TOP RAIL TAB FULLY INSERTED IN SLOT ON WALL END TOP RAIL O 0 0 0 0 O 0 0 0 0 O 0 0 0 O 0 0 O 0 $)2003 LOZIER CORPORATION 6336 PERSHING DRIVE OMAHA, NEBRASKA 68110 (800) 228-9882 09-80 REV. L PC049992 08/04/Q,3� PAGE 4 OF 5 INSTALLATION INSTRUCTIONS WALL END STABILIZER LOAD REQUIREMENTS FOR UNANCHORED SECTIONS NOTE: Refer to display shelving installation instruction (01-13) for unbalanced load calculations for wall sections. If anchoring the second uprite on the gondola to the floor is not possible, a MINIMUM 500 lb. evenly distributed load must be placed, and remain, in the second section of the gondola to counter—balance the wall end load (see FIGURE 8). WALL END DISPLAY (UP TO NOM 48) 12,000 IN—LB MAX LOAD CAPACITY SEE DISPLAY SHELVING I.I. 01-13 FOR LOAD CALCULATIONS (2) SECTION WALL END DISPLAY (LARGER THAN NOM 48) 8,000 IN—LB MAX LOAD CAPACITY TOTAL (OR 4,000 IN—LBS PER SEC— TION) SEE DISPLAY SHELVING I.I. 01-13 FOR LOAD CALCULATIONS MINIMUM OF 6' FIGURE 8 Yolk D2003 LOZIER CORPORATION 6336 PERSHING DRIVE OMAHA, NEBRASKA 68110 (800) 228-9882 09-80 REV. L PC049992 08/04/03` PAGE 5 OF 5 SETTING SLIP PERMIT NUMBER: D16-0116 PROJECT NAME: MALLORY PAINTS DATE: 04/29/16 SITE ADDRESS: 307 TUKWILA PKWY X Original Plan Submittal Response to Correction Letter # Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: AT C 0-tfr Building Division up b AO - Public Works Fire Prevention Structural S'1-7`tc LR Planning Division el AO- E-1,0-1fr Permit Coordinator n PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: 05/10/16 Structural Review Required DATE: n APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 06/07/16 n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire ❑ Ping 0 PW ❑ Staff Initials: 12/18/2013 CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-367o FAX (206) 431-3665 E-mail: tukplanftci.tukwila.wa.us Permit Center/Building Division 206 431-3670 Public Works Department 206 433-0179 Planning Division 206 431-3670 AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION STATE OF WASHINGTON) COUNTY OF KING ) ss. 7Vt'N., , states as follows: [please print name] PERMIT NO: D l li d Oh/i' I 1. I have made application for a permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this permit to be exempt under number I, and will therefore not be performed by a registered contractor. 5. I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. Signed and sworn to before me this �'d y of r V , 20 � 1. &We* NOTARY PUBLIC in and for the State of Washington Residing at County i b 16C1 -- Name as commissioned: My commission expires: P,0 19 18.27.090 Exemptions. The regision provisions of this chapter do not apply to: 1. An authorized representative of the United States government, the state of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fixtures; 6. Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile/manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW who shall warranty service and repairs under chapter 46.70 RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than five hundred dollars, such work or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into contracts of amounts less than five hundred dollars for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he or she is a contractor, or that he or she is qualified to engage in the business of contractor; 10. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; 11. An owner* who contracts for a project with a registered contractor, except that this exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors. The exemption prescribed in this subsection does not apply to a person who performs the activities of a contractor for the purpose of leasing or selling improved property he or she has owned for less than twelve months; 12.* Any person working on his or her own property, whether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person who performs the activities of a contractor on his or her own property for the purpose of selling, demolishing, or leasing the property; 13. An owner* who performs maintenance, repair, and alteration work in or upon his or her own properties, or who uses his or her own employees to do such work; 14. A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician certified under the laws of the state of Washington, or a plumber certified under the laws of the state of Washington or licensed by a political subdivision of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the person certified is operating within the scope of his or her certification; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; 16. Contractors on highway projects who have been prequalified as required by RCW 47.28.070, with the department of transportation to perform highway construction, reconstruction, or maintenance work; 17. A mobile/manufactured home dealer or manufacturer who subcontracts the installation, set-up, or repair work to actively registered contractors. This exemption only applies to the installation, set-up, or repair of the mobile/manufactured homes that were manufactured or sold by the mobile/manufactured home dealer or manufacturer; 18. An entity who holds a valid electrical contractor's license under chapter 19.28 RCW that employs a certified journeyman electrician, a certified residential specialty electrician, or an electrical trainee meeting the requirements of chapter 19.28 RCW to perform plumbing work that is incidentally, directly, and immediately appropriate to the like -in-kind replacement of a household appliance or other small household utilization equipment that requires limited electric power and limited waste and/or water connections. An electrical trainee must be supervised by a certified electrician while performing plumbing work. Per Washington State Department of Labor and Industries lessee has been interpreted to be equivalent to owner for purposes of exemptions. NOTES I. ALL CONSTRUCTION SHALL CONFORM TO THE 2012 EDITION OF THE INTERNATIONAL BUILDING CODE 2. ALL CONSTRUCTION SHALL BE DONE M ACCORDANCE WITH THESE PLANS AND PROJECT SPECIFICATIONS. 3. GENERAL CONTRACTOR IS RESPONSIBLE FOR F'ER`1ITS. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS. IN THE EVENT OF CONFLICTS OR CHANGES EETILEEN DETAILS OR BETUEEN THE PLANS AND SPECIFICATIONS NOTIFY THE ARCHITECT IMMEDIATELY. 4. SEPARATE PERMITS ARE REQUIRED FOR, BUT NOT LIMITED TO, PLUMBING, ELECTRICAL SIGNS, AND THE BUILDING INSPECTION/PERMITS SECTION WILL BE RESPONSIBLE FOR THE INSPECTION AND ENFORCEMENT OF REQUIREMENTS OF BUILDING, PLUMBING, HEATING, ELECTRICAL FIRE RESISTIVE CONSTRUCTION, , SIGNS AND ANY OTHER BUILDING REQUIREMENTS NOT SPECIFICALLY PROVIDED FOR BELOW. 5. SPECIAL INSPECTORS SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO CONSTRUCTION. 6. THE BUILDER'S COPY OF THE APPROVED SET OF PLANS MUST BE AVAILABLE TO INSPECTOR'S AT THE JOBSITE 1. FIRE SAFETY DURING CONSTRUCTION SHALL COMPLY WITH 2012 NTER4ATIONAL FIRE CODE. THERE THE CODE STATES "WHERE REQUIRED". SUCH SECTIONS ARE REQUIRED UNLESS A WRITTEN EXEMPTION TO THE SECTION HAS BEEN SUBMITTED TO THE DEPAR1MENt AND APPROVED. S. FINISH FLOOR SCE DATUM EQUALS (0'-0"). REFER TO TOPOGRAPHIC SURVEY FOR ACTUAL SITE ELEVATION. 9. ALL DIMENSIONS ARE TO FACE OF CONCRETE, MASONRY, FACE OF FRAMING OR COLUMN CENTER LINES UNLESS NOTED OTHERUISE. 10. CONCEALED SPACES 2012 SEC 115 -PROVIDE HORIZONTAL FIREBLOCKING IN ALL WOOD FRAME WALLS AT 10-0" ON CENTER AND WHERE FRAME WALLS PENETRATE CEILINGS. FIREBLOCK ENCLOSED ATTIC SPACES SHALL BE DIVIDED INTO HORIZ. AREAS NOT EXCEEDING 3,000 SP. OR NOT REQUIRED IF BUILDING IS SPRNKLED 2009 IBC 118,4. DRAFT STOP CONSTRUCTION: THESE AREAS SHALL BE DIVIDED BY PARTITIONS EXTENDED FROM THE CEILING TO THE UNDERSIDE OF THE ROOF DECK MATERIAL SHALL BE 1/2" GYP. BD. OR 3/5" PLYWD. OR OTHER APPROVED MATERIAL. OPENINGS IN THE PARTITIONS SHALL BE PROTECTED BY SELF CLOSING WITH AUTO LATCHES, PER 2012 IBC 118.4.11 IL AN AUTOMATIC SPRINKLER SYSTEM THAT CONFORMS WITH ALL RECOMMENDATIONS OF AN APPROVED RATING BUREAU AND NFPA PAMPHLET NO.13 AND IS CONNECTED TO AN ALARM RECEIVING FACILITY AS APPROVED BY THE CITY OF TIKWILA FIRE MARSHALL SHALL BE INSTALLED. ACTIVATION OF THE FIRE SPRINKLER SYSTEM SHALL ACTIVATE THE FIRE ALARM SYSTEM. GUARDS TO BE PROVIDED THROUGHOUT PREMISES TO PROTECT HEADS FROM ACCIDENTAL IMPACT. A SEPARATE PERMIT AND PLAN REVIEW SUBMITTAL IS REQUIRED FOR THE INSTALLATION CF THE FIRE SPRINKLER SYSTEM. ALL SHOP DRAWINGS SHALL BE SUBMITTED AND APPROVED BYTIIKIUILA THE FIRE MARSHALL PRIOR TO THE START OF INSTALLATION. ALL WORK INCLUDING DESIGN AND INSTALLATION SHALL BE PES BY A WA STATE LICENSED FIRE SPRINKLER CONTRACTOR 12. THE BUILDING SHALL BE PROTECTED BY AN APPROVED AUTOMATIC FIRE ALARM SYSTEM AND EMERGENCY AUDIBLE/VISIBLE ALARM COMMUNICATION SYSTEM. A SEPARATE PERMIT AND PLAN REVIEW SUBMITTAL. IS REQUIRED FOR THE INSTALLATION OF THE FIRE ALARM SYSTEM. WORK SHALL NOT COMMENCE UNTIL THE PLANS HAVE BEEN APPROVED AND THE PERMIT 1-1A5 BEEN ISSUED. 13. PROVIDE (I) 2A-101BC FIRE EXTINGUISHER (WALL MOUNTED) FOR EACH 3000 SQUARE FEET OF FLOOR AREA. MAXIMUM TRAVEL DISTANCE SHALL BE 15 FEET TO AN EXTINGUISHER PER ADA 4A THE FIRE EXTINGUISHERS MOUNTED WITH IT'S LEADING EDGES BETWEEN 21" TO 80" AFF CAN NOT PROTRUDE NO MORE THAN 4' INTO WALKS IDOR, PASSAGEWAYS,OR AISLES. PORTABLE FIRE EXTINGUISHER HAVING A MINIMUM RATING CLASS 'K' SHALL BE INSTALLED WITHIN 30 FEET OF COMMERCIAL FOOD HEAT -PROCESSING EQUIPMENT AS MEASURED ALONG AN UNOBSTRUCTED PATH OF TRAVEL IN ACCORDANCE WITH 2012 INTERNATIONAL FIRE CODE SEC 906. (PROVIDE MINIMUM I FIRE EXTINGUISHER PER TENANT LEASE SPACE) . EXTINGUISHERS SHALL BE INSTALLED IN CABINETS AT CERTAIN LOCATION IF REQUIRED BY THE CITY. 14. ALL DECORATIVE MATERIALS ARE REQUIRED TO BE MAINTAINED IN A FLAME-RETARDANT CONDITION. POST 'NO SMOKING' SIGNS IN ACCOOANCE W/ WASHINGTON STATE SMOKING IN PUBLIC PLACES ACT 10.160050 IS. EXPOSED INSULATION MATERIALS INCLUDING FACINGS AND VAPOR BARRIERS SHALL HAVE A FLAME SPREAD RATING NOT TO EXCEED 25, AND A SMOKE DENSITY NOT TO EXCEED 450, OR SHALL BE IN SUBSTANTIAL CONTACT WITH THE WALL OR CEILING SURFACE FINISH 2012 1.13.C. 1203 AT BUILDING ENVELOPE WHERE INSULATION IS INDICATED ON THE PLANS, SECTIONS AND DETAILS, PROVIDE A FIRE RESISTIVE FOIL FACED INSULATION OR VAPOR BARRIER AT WARM FACE OF INSULATION. 16. PROVIDE BUILDING ADDRESS ON EXTERIOR FACE OF BUILDING IN THE LOCATION ILLUSTRATED ON PLANS, LETTERING AND / OR NUMERALS TO BE 12" HIGH MINIMUM. SYMBOLS SHALL BE OF HIGH DENSITY STYROFOAM WITH METALLIC OR LAMINATE FACE. LEASE UNITS TO BE PROVIDED WITH LETTERS OR NUMBERS OVER EACH ENTRY DOOR. LETTERING TO BE APPROVED BY ARCHITECT PRIOR TO APPLICATION. LAYOUTS SHOWN FOR LEASE SPACES ARE PRELIMINARY ONLY AND ARE FOR PURPOSES OF ASSIGNING ADDRESSES, DETER'1NING EXIT REQUIREMENTS, AND LOCATING TOILET ROOMS. FINAL LAYOUT TO BE SUBMITTED AS TENANTS ARE SELECTED. PROVIDE ILLUMINATED EXIT SIGNS AS INDICATED ON THE REFLECTED CEILING PLAN AND SPECIFICATIONS. LEASE SPACES REQUIRING SEPARATE SANITARY FACILITIES FOR EACH SEX WILL BE INDICATED ON TENANT IMPROVEMENT. Il. MECHANICAL, ELECTRICAL, PLUMBING, LIGHTING TO BE DESIGN BUILD. CONTRACTOR RESPONSIBLE FOR ALL PEWITS AND APPROVALS. ELECTRICAL: ELECTRICAL RESISTANCE HEAT OR ROMEX WIRING IS NOT ALLOWED. MECHANICAL:TOILET ROOMS SHALL HAVE SEPARATE AND INDIVIDUAL EXHAUST SYSTEMS IN SEPARATE SHAFT 2012 INTERNATIONAL MECHANICAL CODE . THE MECHANICALLY OPERATED EXHAUST SYSTEM SHALL BE CONNECTED DIRECTLY TO THE OUTSIDE, AND THE POINT OF DISCHARGE SHALL BE AT LEAST 3' FROM ANY OPENING WHICH ALLOWS AIR ENTRY INTO OCCUPIED PORTIONS OF THE BUILDING THE MECHANICAL EXHAUST SYSTEM SHALL PROVIDE A MINIMUM OF ONE AIR CHANGE EVERY 15 MINUTES. TOILET ROOMS MAY BE UNDER COI1KON SYSTEM IF SYSTEM HAS NEGATIVE AIR PRESSURE IN ALL DUCTS. FIRE/SMOKE DAMPERS SHALL BE INSTALLED IN DUCTS PENETRATING PROTECTIVE ELEMENTS OF FIRE RATED CORRIDOR WALLS AND CEILINGS PENETRATION OF FIRE RESISTIVE ASSEMBLIES SHALL BE PROTECT PER 2012 IBC SEC 114. TYPES OF MATERIALS AND PROTECTIVE SYSTEMS SHALL SE DESIGNED AND APPROVED UNDER DEFERRED SUBMITTAL 18. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT (IE. NO DEAD BOLTS, SURFACE BOLTS, THUMB TURNS, ETC). 2012 IBC 100819 THE MAIN EXIT ONLY MAY HAVE A KEY LOCKING DEVICE IF THERE IS A SIGN ADJACENT TO THE DOOR STATING "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS.' WHEN UNLOCKED, THE DOOR SHALL BE FREE TO SWING WITHOUT THE USE OF ANY LATCHING DEVIMATIC FLUSH BOLTS ARE ALLOWED ON PAIRS OF DOORS, PROVIDED THE DOOR WITH THE FLUSH BOLT HAS NO KNOBS OR SURFACE -MOUNTED HARDWARE, AND THE UNLATCHING OF ANY LEAF REQUIRES ONLY A SINGLE OPERATION 2012 IBC 1008.1.93. ALL EXTERIOR EXIT DOORS WITH AUTOMATIC CLOSERS SHALL HAVE A MAXIMUM OPENING FORCE OF 81/2 POUND5(5 POUNDS FOR INTERIOR DOORS) CONTRACTOR TO VERIFY THAT ALL GLAZING UNITS USED IN HAZARDOUS AREAS 2012 I.EC. 2406. AND SHALL PASS THE TEST REQUIREMENTS OF CM 16 CFR 1201, 2012 IBC 24062. 19. ALL DOORS SHALL SWING TO THE FULLY OPEN POSITION WHEN AN OPENING FORCE NOT TO EXCEED 30LBS IS APPLIED TO THE LATCH SIDE 307 TUKWILA PARKWAY TUKWILA, WA DEF ?ERM1 T S SUoRAlliA°- {So NIEC AMICC°.,9 FmI ALAW9 PIM _E SPRIMEL LECT oCAL N96[10 JA0 E9 for: MALLORY P ' 111!111 TTLJ EX ARC1-I I TECTUiRAL A-0.1 COVER SHEET A-1.1 SITE PLAN A-2.1 FLOOR PLAN - DEMO / PROPOSED A-3.1 REFLECTED CEILING PLAN A-13 DIRECTORY OF SYMBOLS REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building. Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. I`ti' T E PERMIT 1-! Q' I ED FOR: Ek tebhanical i::�ctrical f' Fi robing t'Gas Piping City of Tukwila 1jµ l!,11;�IG DIVISION REVIEWED FOR CODE COMPLIANCE APPROVE MAY 18 0116 A -•T . City of Tukwila BUILDI SBlVI SLON JECT DATA ROLS VITONS CODE INFO AT:ON 2012 INTERNATIONAL BUILDING 2012 UNIFORM PLUMBING CODE 2012 INTERNATIONAL MECHANICAL CODE 2012 INTERNATIONAL FIRE CODE 2012 WASHINGTON STATE ENERGY CODE WASHINGTON STATE AMENDMENTS PROJECT CTORY A C1-IITECT: CPA + P1RSCHER ARCHITECTS, INC. 23114 100 AVE W / PO BOX 55429 SEATTLE, WA 98155 PHN: (206) 368-668 FAX: (206) 368-9558 CONTACT: CARL PIRSCHER OU1NE1 MALLORY PAINT MALLORY PAINT STORE ISSAQUAH, WA 98021 425-295-1420 CONTACT: JIM MALLORY BUILDING SECTION SECTION IDENTIFICATION LOCATED ON SHEET_ WALL SECTION SECTION IDENTIFICATION LOCATED ON SHEET_ DETAIL DETAIL IDENTIFICATION LOCATED ON SHEET INTERIOR ELEVATION ELEVATION IDENTIFICATION LOCATED ON SHEET ROOM SYMBOL OFFICE <_ ROOM NAME ROOM NUMBER 101 1A2 91- 011, SG/ 950 SQFT. ROOM MATERIAL CODES let No FLOOR/BASE 2nd No WALLS/WAINSCOT 3rd No CEILING CEILING HEIGHT SQUARE FOOTAGE GRID MARKERS LETTERS IN ONE DIRECTION NUMBERS IN THE OTHER DOOR SYMBOL ,---- SHADED PORTION IS THE SIDE CONSIDERED DOOR NUMBER WALL SYMBOL WALL IDENTIFICATION WINDOW SYMBOL WINDOW IDENTIFICATION MATCH L INE NORTH ARROW ELEVATION MARKER FINISH GRADE ELEVATION TOP OF CURB TOP OF PAVEMENT CENTER LINE PROPERTY LINE CENTER LINE OF STREAM NEW CONTOUR EXISTING CONTOUR REVISION CLOUD IDENTIFYING NUMBER 1.10.000 AND L ANGLE • AT CENTERLINE ` DIAMETER OR ROUND 1 PERPENDICULAR * POUND OR NUMBER A.B. ANCHOR BOLT ACOUS. ACOUSTICAL AFF. ABOVE FINISH FLR AGGR AGGREGATE ALUM. ALUMINUM ANOD. ANODIZED APPROX. APPROXIMATE ARCH. ARCHITECTURAL ASPH. ASPHALT BD. BLDG. SLK. BLK'G. BM. BOT. B.U.R CAB. C$. CEM. CH. C.J. CLG. CLR. C.O. COL. CONC. BOARD BUILDING BLOCK BLOCKING BEAM BOTTOM BUILT UP ROOF CABINET CATCH BASIN CEMENT CHANNEL CONTROL JOINT CEILING CLEAR CLEAN OUT COLUMN CONCRETE CONN. CONNECTION CONSTR. CONSTRUCTION CONT. CONTINUOUS C.T. CERAMIC TILE CTR. CENTER CTSK COUNTER SUNK DBL. DEPT. DET. DIA. DIM. DN. DR D.S. DWG:. E. EA. E.IF.S. E.J. EL. ELEC. ELEV. ENCL. E.P. DOUBLE DEPARTMENT DETAIL DIAMETER DIMENSION DOWN DOOR DOWNSPOUT DRAWING EAST EACH EXTERIOR INSULATION FINISH SYSTEM EXPANSION JOINT ELEVATION ELECTRICAL ELEVATOR ENCLOSURE ELECTRICAL PANEL EQ. EQUAL EQUIP. EQUIPMENT EXIST. EXISTING EXPO. EXPOSED EXT. EXTERIOR F.O.I.C. FURNISHED BY OWNER INSTALLED BY CONT'R F.D. FLOOR DRAIN F.E. FIRE EXTING- UISHER F.H. FIRE HYDRANT FIN. FINISH FLASH. FLASHING FLR FLOOR FLUOR FLUORESCENT FOUND. FOUNDATION FR -VG. FRAMING FT. FOOT OR FEET FTG. FOOTING PURR. FURRING GA. GAUGE GALV. GALVANIZED G.C. GENERAL CONTRACTOR GL. GLASS GNP. GROUND GR. GRADE GP. GROUP G.W.B. GYPSUM WALL BOARD GYP. GYPSUM I-IDWR. HDCP. HOW. HIB. H.C. HM. HORIZ. HR HT. INST. INSUL. INT. LAM. LB. LOC. MAIL. MAX. MFR M.H. MECH. MIN. MISC. MTD. MTL. N. N.I.C. NO. N.T.S. HARDWARE HANDICAP HARDWOOD HOSE BIBS HOLLOW CORE HOLLOW METAL HORIZONTAL HOUR HEIGHT INSTALLATION INSULATION INTERIOR LAMINATED POUND LOCATION MATERIAL MAXIMUM MANUFACTURER MANHOLE MECHANICAL MINIMUM MISCELLANEOUS MOUNTED METAL NORTH NOT IN CONTRACT NUMBER NOT TO SCALE O.C. ON CENTER 0/ OVER OPP. OPPOSITE PL. PLATE PLYWD. PLYWOOD P.P. POWER POLE PLAN PLASTIC LAMINATE R RADIUS OR RISER RD. ROOF DRAIN REC. RECOMMENDED REF. REFERENCE REIN. REINFORCED REQ'D. REQUIRED RM. ROOM S. SOUTH S.C. SOLID CORE SCHED. SCHEDULE SHT. SHEET SIIT'G. SHEATHING SIM. SIMILAR SPEC. SPECIFICATIONS SQ. SQUARE STI5. STANDARD STL. STEEL STOR STORAGE STRIC. STRUCTURAL SUSP. SUSPENDED 5.4 V. STAIN AND VARNISH SVC. SERVICE SVM. SYMMETRICAL S/W SIDEWALK T. T.C. TEL. T.4 G 11-1K T.O.P. T.P Till.. TYP. UNF. U.O.N. VERT. W. W/ WD. WDW. W/O W.P. U)R WSCT. WT. TREAD TOP OF CURB TELEPHONE TONGUE AND GROOVE THICK TOP OF PLATE TOP OF PAVEMENT TOP OF WALL TYPICAL UNIFORM BUILDING CODE UNFINISHED UNLESS OTHERWISE NOTED VERTICAL WEST WITH WOOD WINDOW WITHOUT WATERPROOF WATER RESISTANT WAINSCOT WEIGHT SITE DATA JURISDICTION: ZONE: PARCEL AREA: CITY OF TUKWILLA TUC 141,136 TAX PARCEL NO.: 022300-0010 IBUIL.DING DATA OCCUPANCY: B CONSTRUCTION TYPE: VB FULLY FIRE SPRINKLED PROPOSED AREA OF WORK (GROSS): 3,510 SQ FT BUILDING AREA (GROSS); 40,061 BUILDING HEIGHT TOTAL: NO CHANGE Fila COPY Perm!* No. ((p `'[1(0 Plan review approval is subject to errors and omissions. Uri royal of construe Lion documents does not auiliorizo the violation of any adopted coda or ordinance. Receipt of approved Field Colt r; nd conditions is acknowiedg d: %a4,11La. te: 5:;(- /6 City of Tukwila BUILDING DIVISION DESCRIPTION ANDOVER INDUSTRIAL PARK # 1 LESS ST V:CJINJCTY M TUKUJILA PKWY 7II VICINITY MAP E NOT TO SCALE TUKWILA PKWY SITE RECEIVED CITY OF TUKWILA APR 2 9 2016 PERMIT CENTER .1111,.)11 0 N i - O Y: z 0 Q V N Q ~ Q 0 Pi N LiI DRAWN: M GHEGK: OFF JOB NO: 16016 r- }--- K .:( to V Ni K z per, < it � ill Zia_ —1 1— - K > o < O v lid 0 X2O P I RSCHER C A ARCHITECTS GDA + PIrscher Architects 23114 100 AVE IN EDMONDS, 1NASHINSTON, 98020 (206)368-9668 RECEIVED CITY OF TUKWILA APR 2 9 2016 PERMIT CENTER • N88°40'31"E 351.04' EXISTING BUILDING 355.68' V EXISTING BUILDING 15' SETBACK PER PLAT N89°40'24"W 438.0' 0 g_ N SITE FLAN 5' BUILDING SETBACK PER CITY OF TUKWILA SCALE: 1" = 20' 0 10' 20' 40' 60' REVIEWED FOR CODE COMPLIANCE APPROVED MAY 1t320.16 City of Tukwila BUILDING DWISION D16- OiIb RECEIVED CITY OF TUKWILA APR 2 9 2016 PERMIT CENTER SHEET: A=1i N z I0 Iii lilQ = N I" MARK 17RAINN: M CHECK: CFP JOS NO: 16016 - TllKWII KWAY 7 )--- Ke I H Nt 0 - D.- 0_,uJ __I r- -k- ri 0 < 0 v x m P 241 co PIRSCHER C DA 1 ARCHITECTS GDA + I Irscher Architects 23114 100 AVE W EDMONDS, WASHINGTON, 98020 (206)968-9668 RECEIVED CITY OF TUKWILA APR 2 9 2016 PERMIT CENTER SHEET: A=1i r 38'-2 1/2" 21'-5 1/2" 16'-9 1/2" 0 t 1� \ EXISTING NEU OFFICE NEVI OFFICE r 1-4" 3,510 3,5 10 SF 0 32'-10 1/2" FLOO1R FLAN WALL TYPES SCALE: I -I/2 2 i'-0" SOUND ATTENUATION BLANKET R-1 5/8" TYPE "X" G.W.B. A?A? 3-5/8" METAL STUDS * 24" 06. PROVIDE WATER RESISTANT G.W5. IN WET AREAS FULL WEIGHT WALL SAME AS "A" EXCEPT 6" METAL STUDS 16" O.C. PROVIDE WATER RESISTANT G.W.R. IN WET AREAS NOTES: I. ALL FRAMING MEMBERS SHALL BE AS MANUFACTURED BY THE MILCOR DIVISION OF INRYCO, OR APPROVED EQUAL, AND SHALL BE OF THE TYPE AND SIZE AS SHOWN ON THE DRAWINGS. 2. ALL GALVANIZED 18 AND 20 GAUGE STUDS, AND ALL GALVANIZED TRACK, BRIDGING, END CLOSURES AND ACCESSORIES SHALL BE FORIED FROM STEEL THAT CORRESPONDS TO THE REQUIREMENTS OF A.S.T.M. A-446, GRADE "A" WITH A MINIMUM YIELD OP 33,000 P.S.I. 3. ALL GALVANIZED STUDS AND ACCESSORIES 51-IALL BE FORMED FROM STEEL HAVING A G-60 GALVANIZED COATING. 4. CONT 6" 20 GA METAL SILL TRACK W/I-IILTI X -U21 SI-IOTPIN * 16"00 2 ROWS 3" O.C. 5. WALL FINISH TO SE GIU.B. TAPED, SMOOTH, PRIMED AND PAINTED. EQUIPMENT PLAN SCALE: I/81" =11-0" 160II b FLOOR -'LAN KEY NOTES: REVIEWED FOR CODE COMPLIANCE APPROVED .MAY 1`1116 City of Tu'.a ktila BUILDING Divisi0N EXIST. ELECTRICAL PANELS EXIST. COL. PAINT OUTLETS 20 FT ON CENTER IN NEW DEMISING WALL RECEIVED CITY OF TUKWILA APR 2 9 2016 PERMIT CENTER SHEET: A 2.1 O cv .� • z 0 a 0 tn 1u A N N MAK 17RA1NN: M CHECK: OFF' JOB NO: 16016 T 6 L, —I 1' o O < Q - i- ,-I —I I m P °I u - P I RSCHER GaA ARCHITECTS GDA + PIrscher Architects 23114 100 AVE W EDMONDS, WASHINGTON, 98020 (206)368-9668 RECEIVED CITY OF TUKWILA APR 2 9 2016 PERMIT CENTER SHEET: A 2.1 ■.■ ■■■ ■■■ EXISTING RESTROOM ■■ ■■ !IN MIN ■■■ ■E■ W CIFFIC: �RM 2 EXIS ING idllD ii :t ■ E 4.. 3 EXIS LNG GRI• um ■N■ F■■■ ;..< ■ ■ ■ ■■■ ■■■ L MEIN Nom Nom RIM is ■■■ `..:'J■■ ■■■ I nun ■■■ ■■■ II MN Ir■E■ G_■E■ ■■■ :;:;••• ■■■ 1. ■E■ t. NEN ■.■ -.■■■ e ENE ■.■ ■■■11111 mon ■.■ ■i■ ■.■ ..■■■ ■EE 1;., ■ ■ ■ e• -:NNE 1 ■■■ ■■■ <' ■■■ ■E■ MIEN ■■■ 1iii ■.■ r.. NEN ■.■ 1:;, E■■ ■E■ ■.■ ■■■ r... ■■ ■■■ E■■ ■■■ ENE i.. NEM ■.■ ■■■ ■N■ TA ■.■ ;: ■■■ I. ■■■ I 1T. NEM TA MEM E ■■N ■■■ ■N■ ■E■NEN a■MIP■■■ i ■ ■■ is, ■■■ e arm I - M r ONE ■■■ ■■■ ENE rA F .14 REFLECTED CEILING PLAN SCALE: 1/8IP _ 11 _011 NOTES: MAKE NECESSARY ADJUSTMENTS TO THE LIGHTING, SPRINKLERS AND HVAC CONFIGURATIONS. SEE A-13 FOR SYMBOL DIRECTORY NOTE: SEE STRUCTURAL FOR ADDITIONAL INFO EXISTING ROOFING t ROOF SHEATHING X E .11.11.01101. riRE STOP MATERIAL �ibga. EXTENDED LEG SLIP TRACK, FIRESAFE CONT. ATTACH TO PLYWOOD ROOF PANELS. SL IF TRACK NS 6" STUD TRACK IS" TYPE 'X' GILLS., DO NOT ATTACH TO TOP TRACK 6" INSULATED METAL STUD WALL. 9.250.(455 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 182016 City of Tukwila BUILDING DIVISION R STUDS * 48" O:C. TERNATE DIRECTION, CONNECT TO ROOF STRUCTURE. SOUND INSULATION EXISTING GRID CONTRACTOR TO VERIFY HEIGHT OF CEILING WITH TENANT 12' AF.F. METAL TRIM METAL STUD 5/5" TYPE 'X' G.W.B. �GJ WALL/GE IL ING INTERSECTION NS 9.250.051 NUMBER ED 001R SC 1- O N 0 UL E A1B1BREv14TION5 z 0 0 v LII Q DOOR TYPES SCALE: 1/4" = 1'-0" 0E-IDOOR DOOR NUMBER *ALL DOORS ARE �4 I " THICK UNLESS NOTED OTHERWISE OPENING DOOR DOOR 4 FRAME 1-IOUR RATING FRAME ._ a %PINT "4 a z DETAILS ALUM -ALUMINUM1-IM -HOLLOW METAL SC -SOLD CORE -u -O N TED FINISH TEN -TENANT 1Y O O Q 1- DOOR MATERIAL ix 2 ON O z Q ti totD iii �� lI- FRAME MATERIAL 1111 �cn z 1L. 1L -S PER D. Q 4 ca 4 -1 ) REMARKS 1 3'-0" X -1'_0" A WD,SC PNT WD PNT 11,22,28,36 tuJ 0 1 OC if FINISH • / \ E EXISTING 1DR,41NN: M CHECK: CFP JOB NO: 16005 TJJKV l I LA, hLA FOR: SETA DEVELOPMENT LLC. REFLECTED CEILING FLAN 4 DOOR SCHEDULE CPA + Pirscher Architects 23114 100 AVE W EDMONDS, 1NASHINGTON, 98020 (206)368-9663 NOTE: ALL DOORS TO BE HANDICAP ACCESSIBLE. FLOOR A FLUSH WOOD IR E M A fR K SDOOR NOTES I. 2. 3. 4. 5. 6. 1. S. 9. 10. IL 12. 13. 14, 15. 16. 11. I8. 19. 20. 21 22. PROVIDE DECAL SIGN WITH I" HIGH LETTERS ON CONTRASTING 23. BACKGROUND READING: 'THIS DOOR TO REMAIN UNLOCKED UA-4EN BUILDING IS OCCUPIED'. LOCATE ON THE INSIDE OF 24. TRANSOM. 25. PROVIDE AND INSTALL 6" SQUARE INTEWATIONAL SYMBOL 26. OF ACCESS SIGN. THE SIGN SHALL BE ALONGSIDE THE DOOR AT THE LATCH SIDE (WITH MENSNIOMENS SIGN FOR TOILET 21. ROOMS). TACTILE CHARACTERS SHALL BE 48" MIN. ABOVE THE FLOOR MEASURED TO THE BASELINE OF THE LOWEST 28• TACTILE CHARACTER AND 60" MAX. ABOVE THE FLOOR MEASURED TO THE BASELINE OF THE HIGHEST TACTILE CHARACTER. PER ICC/ANSI A111.1-2003 SECTION 103310 23 PROVIDE SIGNAGE PER CODE. SEE INTERIOR SIGN CHART. 30. EACH DOOR PROVINDING ACCESS TO AN AREA OF REFUGE FROM 31. AN ADJACENT FLOOR AREA SHALL BE IDENTIFIED BY A SIGN COMPLYING WITH ICC .4111.1, STATING "AREA CF REGUGE", AND 32. INCLUDING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. THE TACTILE CHARACTERS SHALL BE 48" MIN. ABOVE THE FLOOR 33. MEASURED TO THE BASELINE OF THE LOWEST TACTILE CHARACTER AND 60° MAX. ABOVE THE FLOOR MEASURED TO 34. THE BASE LINE OF THE HIGHEST TACTILE CHARACTER (SEE FIG. 35. 103.3.10 OF THE ANSI 111.1). 36. PROVIDE SIGNAGE INDICATING ROOM USE. U VALUE MAX. = 0.60 FOR SYSTEM TESTED AS UNIT ASSEMBLY (SOLID DOORS). DOOR U -VALUE OF NOT MORE THAN 0.60, WINDOW U -VALUES CANNOT EXCEED 0.65. GLAZING U -VALUE 0.40. MAX TRANSMITTED TEMPERATURE OF 450' DOOR ASSEMBLY INCLUDING GLAZING SHALL BE LABELED FOR THE REQUIRED FIRE PROTECTION RATING AND INSTALLED IN ACCORDANCE WITH THEIR LISTING. GLAZING FACTORY INSTALLED. OFFSET DOORS AND GLASS. SOLID CORE. DRIP CAP WEATHERSTRIPPING. GASKETING. THRESHOLD ELECTRONIC CONTROLS W/ CHAIN HOIST BACK UP. SELF CLOSING. SELF CLOSING WITH CONCEALED CLOSURE. SELF CLOSING WITH CLOSER CHAIN STOP WITH HOLD OPEN. HOLD OPEN. DOOR STOP PUSH PULLS. PUSH PLATE. PUSH PLATE, PULL BAR LATCH GUARD. PASSAGE LATCH. ALL DOOR HARDWARE TO BE SINGLE ACTION LEVER ADA # TURN HARDWARE AT A MINIMUM LEVER HANDLES, BOTH SIDES. LEVER HANDLE ON NSIDE ONLY. NO OUTSIDE ACCESS. PROVIDE LEVER HANDLES ON ALL MAN DOORS (EXCEPT STOREFRONT). ORBIT HANDLE. PAD LOCKING SYSTEM PRIVACY LATCH. PROVIDE PUSH BUTTON LOCK LOCK FUNCTION. I. 2. 3. 4. 5. 6. 1. 8. 9. 10. IN A GROUP A OCCUPANCY CF 300 LESS, GROUPS CHURCHES, ONLY ONE, MAN, EXTERIOR PAIR IBC 1008.1.93 ITEM 2 WHICH • "THE LOCKING DEVICE DISTINGUISHABLE • A READILY VISIBLE POSTED ON THE EGRESS THE DOOR STATING: UNLOCKED WHEN HAVING AN OCCUPANT LOAD B, 5, AND N M ANDTERIOR X MAIN EXTERIOR (OR ONE, DD -OF -DOORS) MAY UTILIZE 2006 STATES SHALL BE READILY AS LOCKED," DURABLE SIGN SHALL BE SIDE ON OR ADJACENT TO THIS DOOR TO REMAIN BUILDING IS OCCUPIED, THE SIGN SHALL BE IN LETTERS 1 INCH HIGH ON A CONTRASTING BACKGROUND. DOOR SURFACE WITHIN 10 INCHES OF THE FLOOR MEASURED VERTICALLY SHALL BE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDOTHN TTHE L ORR E VERTTICAL DOOR. PARTS CREATING HORIZONTAL JOINTS IN SUCH SURFACE SHALL BE WITHIN 1/16" OF THE SAME PLANE AS THE OTHER. PAIR -OF -DOORS HARDWARE: MANUAL OPERATED FLUSH BOLTS NOT PERMITTED. APROVED AUTOMATIC FLUSH BOLTS TO BE USED AND NO DOORKNOB OR SURFACE -MOUNTED HARDWARE FOR THE DOOR LEAF HAYING THE AUTOMATIC FLUSH BOLTS. THRESHOLDS AT DOORWAYS: IF PROVIDED THRESHOLDS AT DOORWAYS SHALL BE i" INCH MAXIMUM IN HEIGHT. RAISED THRESHOLDS AND CHANGES N LEVEL AT DOORWAYS SHALL COMPLY WITH SECTIONS 302 AND 303. HARDWARE HEIGHT: HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATION DEVICES SHALL BE INSTALLED 34 INCHES MIN. AND 48 INCHES MAX. ABOVE THE FLOOR DOOR HARDWARE CONFIGURATION: HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERABLE PARTS ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST TO OPERATE. DOOR OPENING / CLOSING FORCE: THE OPENING FORCE FOR INTERIOR SIDE -SWINGING DOORS, WITHOUT CLOSETS SHALL NOT EXCEED A 5 -POUND FORCE. FOR OTHER SIDE -SWINGING, SLIDING, AND FOLDING DOORS, THE DOOR LATCH SHALL RELEASE WHEN SUBJECTED TO A 15 -POUND FORCE. THE DOOR SHALL BE SET IN MOTION WHEN SUBJECTED TO A 30 -POUND FORCE. THE DOOR SHALL SWING TO A RILL -OPEN POSITION WHEN SUBJECTED TO A IS -POUND FORCE. FORCES SHALL BE APPLIED TO THE LATCH SIDE. WITHIN AN ACCESSIBLE ROUTE, AT EXTERIOR DOORS WHERE ENVIRONMENTAL CONDITIONS REQUIRE A CLOSING PRESSURE GR4TER THAN 8.5 POUNDS, POWER OPERATED DOORS SHALL BE USED WITHIN THE ACCESSIBLE ROUTE OF TRAVEL. SPEED OF DOOR WITH CLOSER DOOR CLOSURES SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO AN OPEN POSITION OF 12 DEGREES SHALL BE 5 SECONDS MINIMUM. SPEED OF DOOR WITH SPRING HINGES: DOOR SPRING HINGES SHALL BE ADJUSTED SO THAT FROM THE OPEN POSITION OF 10 DEGREES, THE DOOR SHALL MOVE TO THE CLOSED POSITION N 15 SECONDS MINIMUM. A TACTILE SIGN STATING EXIT AND COMPLYN GIWTH ICC Ail1.l SHALL BE PROVIDED ADJACENT TO EACH DOOR TO AN EGRESS STAIRWAY, AND EXIT PASSAGEWAY AND THE EXIT DISCHARGE. ■.■ ■■■ ■■■ EXISTING RESTROOM ■■ ■■ !IN MIN ■■■ ■E■ W CIFFIC: �RM 2 EXIS ING idllD ii :t ■ E 4.. 3 EXIS LNG GRI• um ■N■ F■■■ ;..< ■ ■ ■ ■■■ ■■■ L MEIN Nom Nom RIM is ■■■ `..:'J■■ ■■■ I nun ■■■ ■■■ II MN Ir■E■ G_■E■ ■■■ :;:;••• ■■■ 1. ■E■ t. NEN ■.■ -.■■■ e ENE ■.■ ■■■11111 mon ■.■ ■i■ ■.■ ..■■■ ■EE 1;., ■ ■ ■ e• -:NNE 1 ■■■ ■■■ <' ■■■ ■E■ MIEN ■■■ 1iii ■.■ r.. NEN ■.■ 1:;, E■■ ■E■ ■.■ ■■■ r... ■■ ■■■ E■■ ■■■ ENE i.. NEM ■.■ ■■■ ■N■ TA ■.■ ;: ■■■ I. ■■■ I 1T. NEM TA MEM E ■■N ■■■ ■N■ ■E■NEN a■MIP■■■ i ■ ■■ is, ■■■ e arm I - M r ONE ■■■ ■■■ ENE rA F .14 REFLECTED CEILING PLAN SCALE: 1/8IP _ 11 _011 NOTES: MAKE NECESSARY ADJUSTMENTS TO THE LIGHTING, SPRINKLERS AND HVAC CONFIGURATIONS. SEE A-13 FOR SYMBOL DIRECTORY NOTE: SEE STRUCTURAL FOR ADDITIONAL INFO EXISTING ROOFING t ROOF SHEATHING X E .11.11.01101. riRE STOP MATERIAL �ibga. EXTENDED LEG SLIP TRACK, FIRESAFE CONT. ATTACH TO PLYWOOD ROOF PANELS. SL IF TRACK NS 6" STUD TRACK IS" TYPE 'X' GILLS., DO NOT ATTACH TO TOP TRACK 6" INSULATED METAL STUD WALL. 9.250.(455 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 182016 City of Tukwila BUILDING DIVISION R STUDS * 48" O:C. TERNATE DIRECTION, CONNECT TO ROOF STRUCTURE. SOUND INSULATION EXISTING GRID CONTRACTOR TO VERIFY HEIGHT OF CEILING WITH TENANT 12' AF.F. METAL TRIM METAL STUD 5/5" TYPE 'X' G.W.B. �GJ WALL/GE IL ING INTERSECTION NS 9.250.051 RECEIVED CITY OF TUKWILA APR 2 9 2016 PERMIT CENTER SHEET: 1 ' , O N 0 IC z 0 0 v LII Q ~ A RX X 1DR,41NN: M CHECK: CFP JOB NO: 16005 TJJKV l I LA, hLA FOR: SETA DEVELOPMENT LLC. REFLECTED CEILING FLAN 4 DOOR SCHEDULE CPA + Pirscher Architects 23114 100 AVE W EDMONDS, 1NASHINGTON, 98020 (206)368-9663 RECEIVED CITY OF TUKWILA APR 2 9 2016 PERMIT CENTER SHEET: • ISSUED N❑VE OBER 20, Benjorin oore SDF Block .Directory 2016 ADA DOOR APPROACHES pull side (A) Approaches - Swinging Doors pull side k B'k NOTE. X - 36 In (916a) min M Y• 60 h U726wO1 748 In C1068NO nth If Y .64 In 0370 ,0 push side 54' mil a MOTET Y - 48 In O22QM) minima If door has both a latch and dour (B) Hinge Side Approaches - Swinging Doors pull side x 24 'nh Y 3.-0' k NOTE. Y - 74 h (13700 **xis If door hes dozer X 24' sin push side NOTE. Y - 48 In (It20n) Thin If door has both a latch and cheer (C) Latch Side Approaches - Swinging Doors single door kit double door kit CD) Front Approach - Eliason door kit Vertical pair of Restrooms Sing e Vertical Restroom REST s iJ ' Lateral Pair of Restrooms Single Lateral Restroom ALL COUNTERS & FACE (FRONT & NEVAMAR LAMINATE FOUNDRY S2084T ALL COUNTER TOPS, 18 GAUGE STAINLESS STEEL. ALIGN MCCID T108 VRAI'618 18 ram DlONN DCONOPIMMT PURPOBCB OILY. ALL DB4200118 MJer DC VI3t1'19 N TIC PDSD NO ALL COOL' 6014FL1AR4181O EE COMM, NO OHBGCDD. ALL DIBG11flJMell10OCW1ORT19R 1A14.Y. TRAFFIC FLOW EXISTING FIXTURES LA T i�th,,.M_oon JL ® B fPi4 O O 6' Pro rsntac Wt ire Inspiration LBenpnin Moon ® P."' was' LIMIPrri.„, ® Ben)anh 4 Pdnb 8' Color Essentials Color PrevMe SRW0 LA Bentig Mooe Pohbr CPS Canada Only 'DTR' 3'-6' Road Teale r/ 90' Rand Corpet 42' ROUND DA TABLE 4' Idleaf er 3. 'DT' 3.De Yln Table RECTANGULAR DA TABLE VFM4 (11'00 ALM (45h) 0 0 'PS' 'Nee se. Stacker Labrie 42' Labrk 94' 'VFW. 'Wm. 11-14' ord' 'FM -42' '.11-94' 11 d le Ne01 is 1606• -Modl+le US' FabHc Fabric ule 94' • 31C6FT• 14111 Wall / End SHELVING Wall Gondolas w/ Product Gondolas Widespan frame & shelf LIGHTING PANELS and DUCTS pio Caps II INO PRI 'Y6x30x9b� x -e4x30x9S-- i7L�iA01e�6 � SYMBOL SYMBOL DESCRD'T1W MOTE 1N DRAWDO CV/ 1341814), Text -note 4' TRACK (TA) Par 39-18 V Track Head 3 FOR HEADS PER 4' TRACK ELECTRICAL PNET. tiectrkol Panel ( use this syabol In the location 1' from mu) • B'e`es'i RADIATOR an floor ( measure In store and Gray to scale � Parabolic BTULITOOA 18 WATTS MR FLOOR VENT Floor Vent use Nis syNwl In the location fNM NETHER IT OOIEWIGHT IF OUTLET LIS A DEDICATED AT DATA (OTE HEIGHT IF DATA PNI'T NM WEINER LCIS A DEDICATED EIERGANCY VALL MOUNTED LIGHTS Vai EMT SIGN WITH LIGHTS U_'II HVAC - DIFFUSER HVAC - RETURN Sprinkler SPENCER PAINT TAGS FULL SPECTRUM LIGHT -iNNG OVER DECISION TABLE FULL SPECTRIN LIGHT MOUNTED/HUNG DN DNC( ROOF TINT AREA DEM ®MOOtE BOLJN04 BENJAMINMOORE 0C-63 CHANTILLY LACE 0C-63 CHANTILLY LACE 0C-63 CHANTILLY LACE FL❑❑RING TAGS SOF C i♦,� Eammam IM, TAAL COLO( VIEWING EASEL M11■■ L` J CEFre BAR CONTRACTOR TABLE 3FT 1611 �3sYr3'fr 4FT PRODUCT CONFERENCE TAILS LOGO MATS 3' x 5' 4' x 6' 3' x 10' TEM DYED POLLIISS/E.DD CONCRETE TAANNDDU�S(®_CEENTTI(VA AIM SORT WAENE EVENT VP 3970-E RUQ WI ASH GtAY COUNTERS C Service - POS - Gondola Style - Tint - Coffee - etc. ) IO 2' 12'-0'xx COUNTER 8 -0' x 2'-6e COUNTER 6'-0' x 2'-6' CORKER x 2-6' 18'-0' x 2'-0e EQUIPMENT VINDOW TREATMENT FIXTURES/COMPONENTS TINTERS Ale 111711111111111171111111 Alae Tint -16 Tint -I2 SHACKERS a iL na WOIAIDIOR 11614661313" MAI SI 10 T 1511. Unit L tteJ 8 Gfi fMKra C fLL_ra�iae..�77 Wu INDIVIDUAL FIXTURE COIMO ENTS i .1111111 awn... *WI emae FLOORING DISPLAY RACKS Arnstrong Lominates Armstrong Ties 111 IOLMs Flooring Harrington Shaw Go ielliery of Tie Wilsanart Lankvatos bioiJb RE\ CODE i..... ' City of TTulcwiia BUILDING' DIVISION 'IEVVED FOR COMPLIANCE APPROVED MA 18 2016 0 gt z 0 i: ii In 111O Ili O 0 N V V (t i DRAWN: M GHEGK: GA=P JOB NO: 16016 WI • )L )--- K 4(0 V d z i— ,,,f 0 ct D_ 0 _I.I---_I ..„)— ill A 1.-- —k-- LEO < 0 J (Y X m P °i Q PIRSCHER C DA 1 ARCHITECTS GDA + Plrecher Architects 25114 100 AVE W EDMONDS, WASHINGTON, .48020 (206)55e-11668 RECEIVED CITY OF TUKWILA APR 2 9 2016 PERIVIIT CENTER SHEET: A =13