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Expires ;' u •5 This Certificate issued pursuant to the requirements of Section 110 of the Li Residential / International E-♦ , ,•{ Building Code certifying that at the time of issuance this structure was in compliance with the various '..g,,, 9 ordinances of the City of Prior Lake regulating building construction or use For the following: Z.0) Use Classification C Of/ /1-/E; /6.4 / /-) G.- U / Z Z Bldg. 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R CITY OF PRIOR LAKE BUILDING PERMIT, TE M PORARY CERTIFICATE OF ZONING COMPLIANCE Date Rec'd AND UTILITY CONNECTION PERMIT - A'NE So I. Pink Cit I PERMIT NO. I 3 Pink City i (Please type or print and sign at bottom) Yellow Applicant — 112.3 ADDRESS 4 /7, g --- ao yi.--' ZONING (office use) & 2— LEGAL DESCRIPTION (office use only) LOT BLOCK ADDITION PID ZS, 16 e, . U OWNER / f (Name) OWNER „..) eil I lT v 1Z, 1 a- 5 (Phone) tJ/ 7- X62 333 3 (Address) ? 3) S Pc, ge.. fa-) 5 y I 1'6, 1 "LI ® 6S-era, 1 // BUILDER / On) eM6KY (Company Name) / 4/2,,- ,/' 9 (Phone) y .5 - 7-.....2_27- 3O f ) (Contact Name) 6 - - n1- - G) (Phone) S� J ) ?5": , S0l`U (Address) l S -i f r K /. 1 / r .5-z Pr,'6 ! `4,e sdi ‘r 5'7.5 7.2 TYPE OF WORK ❑ New Construction ❑Deck ['Porch ❑Re- Roofing ❑Re- Siding ❑Lower Level Finish El Fireplace ['Addition OrAlteration ['Utility Connection CODE: DI.R.C. DI.B.C. ❑ Misc. Type of Construction: I II III IV V A B Occupancy Group: A B E F H I M R S U PROJECT COST /VALUE $ Division: 1 2 3 4 5 (excluding land) . 1 hereby certify that I have furnished information on this application which is to the best of my knowledge true and correct. I also certify that I am the owner or authorized agent for the above - mentioned property and that all construction will conform to all existing state and local laws and will proceed in accordance with submitted plans_ I am aware that the building official can revoke this permit for Just cause Furthermore, I hereby agree that the city official or a designee may enter upon the property to perform needed inspections. X Signature Contractor's License No. Date Permit Valuation Park Support Fee # Permit Fee $ 1 u + 000 - — $ 10 , ,o SAC # $ Plan Check Fee $ 1 Wa ter Meter Size 5/8 "; I "; `11 $ State Surcharge $ Co 1 Pressure Reducer $ Penalty $ Sewer /Water Connection Fee # Plumbing Permit Fee $ Water Tower Fee _ 1 Mechanical Permit Fee $ Sewer & Water Permit Fee $ 4 Gas Fireplace Permit Fee I $ I TOTAL DUE This plic io com Your B ' du►g Permit When Ap ove Paid i i (,.. rceipt No. 21/ Date l Z,6L.� d iy f ' Iv Building Official Date This is to certify that the request in the above application and accompanying documents is in accordance with the City Zoning Ordinance and may proceed as requested. This document when signed by the City Planner constitutes a temporary Certificate of Zoning compliance and allows construction to commence. Before occu lncy, a Certificate of Occupancy must be issued. /� _�� parkiiiti 1..1t rust e s`r;Qe4 prior & arming Director Date rc ? ea3 a f~SeI oy✓ Special Conditions, if any 24 hour notice for all inspections (952) 447 - 9850, fax (952) 447 -4245 4646 Dakota Street Prior Lake, MN 55372 7 O* 'Rip t. 0 m MEMORANDUM DATE: Tuesday, December 14, 2010 TO: Janet Ringberg j FROM: Lynda Allen RE: Parking at This memo outlines the agreement between the City of Prior Lake and G.M. Northrup Corp. with regard to the O'Rielly Auto Parts Tenant finish located at 4995 160 Street. The City will hold an escrow fee of $1,000.00 for striping of the parking lot. The check will be held in Finance /CDNR file until the striping is complete. t Thank you. ?R!04 MEMORANDUM DATE: Thursday, August 4, 2011 TO: Janet Ringberg FROM: Lynda Allen RE: Build' g Pe 'i #10 -1123 O'Re' 1 dto 'arts As per our agreement dated Tuesday, December 14, 2010 this memo releases the $1,000.00 escrow fee for the striping of the parking lot to G. M. Northrup Corporation. All requirements have been met and the file is closed. Return the deposit to: G.M. Northup Corporation Attn: Dan Imre 15950 Franklin Trail S.E. Prior Lake, Minnesota 55372 Thank you. 443 Lafayette Road N. St. Paul, Minnesota 55155 MINNESOTA DEPARTMENT OF (651) 284 -5005 ill, www.dli.mn.gov L INDUSTRY T TY: (51) 297-4198 December 21, 2010 Esterly Schneider & Assoc Inc AIA 1736E Sunshine, Ste 417 Springfield, MO 65804 Gentlemen/Ladies: Subject: Plumbing at OReilly Auto Parts, 4995 160th St SE, Prior Lake, Scott County, Minnesota, Plan No. PLB 1009 -00127 I have reviewed the revised plumbing plans you submitted for the above mentioned project, Sheets P1 and P2, dated December 15, 2010. The revisions are found to conform to the Minnesota Plumbing Code with the following provision: 1. The water closet located at the upper terminus of the waste system is shown with a flat vent on the Plumbin Plan, Sheet No. P1 and on the waste and vent riser diagram, Sheet No. P2. Please reference the diagram g labeled "the end of run individual vent" on the enclosed handout "Water Closet Vents" and verify that a code compliant plumbing system will be installed. If you have any questions, please contact me at 6 51/284 -5887. Sincerely, V Marise A. Widmer Public Health Engineer Plumbing Plan Review and Inspections Unit Enclosure cc: Primesite Investments City of Prior Lake Building Official-- File This information can be provided to you in alternative formats (Braille, large print or audio). An Equal Opportunity Employer CRAIG A. SCHNEIDER, AIA architect 1736 E. SUNSHINE, SUITE 417 TIMNSM'TTji SPRINGFIELD, MO 65804 417.862.0558 FAX 417.862.3265 email: Craig @esterlyschneider.com Date: January 7, 2011 To: Mr. Bob Hutchins Building Department 4646 Dakota Street S.E. Prior Lake, MN 55372 Re: O'Reilly Auto Parts 4995 160 Street SE Prior Lake, MN COPIES DATE DESCRIPTION ACTION TAKEN 3 12 -30 -10 Addendum No. 3 1 12 -30 -10 Response Letter from Smith -Goth Engineers, Inc. REMARKS Josh Doubledee a nj Copy transmittal to: Mr. Steve Peterie, O'Reilly Auto Parts Route — t fl fist Owner (MY, MA) Contractor (Bidders) Architect/Consultant (ESA, SG) Other (City, File, Plan Room, Dodge) ADDENDUM NO 3 DATE: December 30, 2010 TO: Mr. Steve Peterie O'Reilly Auto Parts 233 South Patterson Springfield, Missouri 65802 PROJECT: O'Reilly Auto Parts Store 4995 160 St. SE Prior Lake, MN #1 This Addendum shall supersede that which is shown on the drawings insofar as it is in distinct disagreement with same. However, it will in no way relieve the Contractor of any responsibility under the plans except as herein specifically stated. Description: (written description of the Work) Changes to plumbing due to Minnesota Department of Labor and Industry comments. D Sheets P1 and P2 Smith -Goth En.ineers Inc. 1. Replace each sheet in its entirety with corresponding attached sheet. Changes to plumbing due to Minnesota Department of Labor and Industry comments. Attachments 1. Sheets P1, P2, revised 12 -27 -10 M1'1'H- '1'H 1; \ 4; 1 \ 1; 1: It S. 1 \ c. . 3855 South Jefferson Phone: 417.882.2200 Springfield, MO 65807 Fax: 417.882.1188 email@smithgoth.com Date: 12/30/10 Plan Review Reply REPORT ON PLANS Project #: PLB1009 -00127 Project Name: New O'Reilly Auto Parts Store Site Address: 4995 160 St. S.E., Prior Lake, MN Smith -Goth Engineers, Inc. response to comments noted in BOLD italics. REQUIREMENTS 1. The water closet located at the upper terminus of the waste system is shown with a flat vent on the Plumbing Plan, Sheet No. P1 and on the waste and vent riser diagram, Sheet No. P2. Please reference the diagram labeled "the end of run individual vent" on the enclosed handout "Water Closet Vents" and verify that a code compliant plumbing system will be installed. SGE Response: Added vent line to water closet and updated waste and vent riser diagram. Added note: Contractor shall install water closet with a end of run individual vent per Minnesota rules, Parts 4715.0920, 4715.2580, and 4715.2610 for vent requirements. END OF PLAN REVIEW REPLY I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. " PRINT NA E SI NATURE /1/isld 44133- DATE LICENSE # LICENSE RENEWAL DATE IS JUNE 30. 2012. David L. Smith, P.E. Norman E. Goth, P.E. Comprehensive Mechanical and Electrical Engineering Services Page 1 of 1 Bob Hutchins From: Bob Hutchins Sent: Tuesday, September 28, 2010 10:24 AM To: 'josh @esterlyschneider.com' Subject: RE: O'Reilly - Prior Lake, MN (4995 160TH ST SE) Josh, After reviewing the fixture and storage shelving information, what is the height of the highest storage shelving? It appears that the showroom display shelving is a maximum of 12 feet in height. The storage shelving appears that it could be as high as 16 feet in height. In -rack sprinklers, early suppression fast response sprinklers or other approved system that meets the National Fire Protection Association (NFPA) section 231c is required for all storage areas where the top of the pile storage is over 12 feet above the floor. Please indicate the height of the proposed storage shelving system. Thank you F a 1 " µ Robert D. Hutchins Building Official City of Prior Lake 4646 Dakota Street SE Prior Lake, MN 55372 952.447.9851 Fax 952.440.4263 City Email Updates. Sign up now. Original Message From: Josh [mailto :josh ©esterlyschneider.com] Sent: Thursday, September 23, 2010 9:00 AM To: Bob Hutchins Subject: O'Reilly - Prior Lake, MN (4995 160TH ST SE) Bob, Giving you an update on the information for the fixtures that you requested. It was quite a few pages of information, so we are mailing it to you in lieu of sending a .pdf as I mentioned before. The packet of information will be sent out tonight. You should have it tomorrow afternoon. If you have any questions, please let me know. Thanks! Josh Doubledee Esterly, Schneider & Associates, Inc., AIA architects & planners 1736 E. Sunshine, Suite 417 Springfield, MO 65804 417.862.0558 9/28/2010 CRAIG A. SCHNEIDER, AIA architect 1736 E. SUNSHINE, SUITE 417 SPRINGFIELD, MO 65804 TRANSMITTAL 417.862.0558 FAX 417.862.3265 email: craig @esterlyschneider.com Date: September 23, 2010 TO: Mr. Bob Hutchins Building Department 4646 Dakota Street S.E. Prior Lake, MN 55372 Re: O'Reilly Auto Parts 4995 160 Street SE Prior Lake, MN COPIES DATE DESCRIPTION ACTION TAKEN 1 July 2003 O'Reilly Auto Parts Lozier Fixture Manual Per Your Request REMARKS Josh Doubledee dkd Copy transmittal to: Mr. Steve Peterie, O'Reilly Auto Parts PERMIT TRACKING FORM Address: 4 95 / /" 6 Pi . Description: /� N /S(7 Application Received: 12 %/t 0 c .) r a r �x S C ��t * i �x z $ 'k ` v. a� � a fi E ',-.!-'17 a Ad epa ent I at Days Elapsed Initial Review Conducted l Z to /, 4 Applicant Called with Corrections Corrections Received Corrections Reviewed Final Review Applicant Called Planning Depart tment , ..,, . . 4 4 4 s s , „ .... _ l x 4; . ,..,. a..... ; WAt; .. Date Days Elapsed Date Reviewed Initial Review Completed Corrections Received Corrections Reviewed Final Review Applicant Called En eying T1ep Im cn , 01 ` , W 2 4 # t nt * -- Date Days Elapsed Date Received Initial Review Completed Corrections Received Corrections Reviewed Final Review Applicant Called Initial Review Time Correction Review Time Initial Application Date Final Corrections Received: Applicant Called W /Corrections: Final Applicant Call Date: Total Days Elapsed: Total Days Elapsed: P a� xr ° � - Y ` e b INms ° .�A Date Received Date Reviewed Permit # PERMIT REQUIREMENT REPLY DATE Date: Date: Request: Reply: Accept — Decline 7 Date: Date: Request: Reply: Accept [l Decline • Date: Date: Request: Reply: Accept Decline ( I Date: Date: Request: Reply: Accept Decline Building /Planning/Engineering Permit Complete Permit Issued J:\ BUILDING \FORMS\PERMIT INFO REQUEST.doc O) 0.3 PR /G ti Y U m White - Building _. ��N NESOP Canary - Engineering Pink - Planning BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT M NOR—Th R U Co ( p P I APPLICATION RECEIVED (2-A II a The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: 4175 I, CoO Accepted Accepted With Corrections Denied /1 / Reviewed By: 1 4 ' Date: / Z ( /o Comments: L tiAXi rturi I` 4 - 14,, tfr FO ( S-e s{-v 6 5-1 -6-1- v iNe, I l 1• O e 2 A/ r rl'+-r)c,-- F ( SJ r F Re "The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid." O� PR o ti 7 U rn c White -Building Canary - Engineering "'rNNESO`_ . Pink -Planning BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT APPLICATION RECEIVED The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: Accepted 2d Accepted With Corrections Denied Reviewed By: Date: 0-6-/0 Comments: - ,straw 0-7 4/ ac/a pmts t ee '.st 17g . far` 711A-' ture S eri#1,, � t ' r k /at (Areas, IV ' rivr - 5"ynaje, will rerui Scprr, e s i'l pet`m11S "The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid." J Memorandum 0: DATE: September 23, 2010 TO: Josh Doubledee, Crai g A. Schneider, AIA CC: Jeff Matzke, City Planner FROM: Robert D. Hutchins, Building Official RE: Building permit review for O'Reilly Auto Parts tenant finish Following are the results of the building permit review for O'Reilly Auto Parts tenant finish. Our review was based on the 2007 Minnesota State Building Code (MSBC) which adopted with amendments the 2006 International Building Code (IBC) with handicap regulations of the Minnesota Accessibility Code Chapter 1341. Also requirements of the 2007 Minnesota State Fire Code (MSFC), which adopted with amendments the 2006 Fire Code (IFC). , 4. Provide a detail of the accessible front counter. `. Provide proof that the existing toilet facility is accessible or mostly accessible. Section 1341.0011 1113.9 of the MSBC states in part: Alterations to an area containing a primary function. An alteration that affects or could affect the usability of or access to an area containing a primary function shall be made to ensure that, to the maximum extent feasible, the path of travel to the altered area and the toilet rooms are accessible. The alterations to the path of travel, toilet rooms serving the altered area need not exceed 20 percent of the cost of the alteration to the primary function area. k Provide structurally signed designed drawings of the storage racks. `it. List types, and quantities, location of storage and Material Safety Data Sheets (MSDS) of combustible and flammable liquids. (9 Apply for a building permit for the project. g tJ 6. Separate permits are required for Electrical, HVAC and plumbing. May be submitted at a later date. Plumbing plans must be submitted and approved by the State of Minnesota Department of Labor and Industry for their review. c o . A building permit to remove the gas tanks and canopy must be obtained and the pumps and canopy removed before approval to occupy this tenant space is granted. The Community Development and Natural Resource Department comments: J:\LETRMEMO\Dominos \ORei11y.DOC 1) Provide square footage of all exterior elevations. According to City Architectural Ordinance 1107.2201: "No building may display more than 5% of any elevation surface in bright, pure accent colors." 2) Identify and provide square footage of all "O'Reilly Red" painted surfaces and of the proposed sign graphic. Sign permit will be required when signage is finalized; however, signage areas on elevation plans must identify basic sign area compliance. According to City Ordinance 1107.901: "Wall Signs: Except in the "C -3" Business Park Use Districts, the total area of permanent wall signs shall not exceed 20% of the area of the total building front; provided, buildings over 3,000 square feet of floor area may add one square foot of sign space for each 100 square feet of floor space over 3,000 square feet ...In all districts, no individual wall sign may exceed 200 square feet and no wall sign shall project from the building line more than 15 inches. (Additional regulations may apply for specific signs, see Subsection 1107.800) " 3) Exterior Lighting specs are identified on plans. If new exterior lighting is proposed a lighting plan (photometric plan) must identify location and light spill surrounding lighting in accordance with ordinance 1107.1800 as follows: (1) The City shall require submission of a light distribution plan to ensure compliance with the intent of this Ordinance for all new development, redevelopment and additions which exceed 20% of the floor area of the principal structure after the effective date of this Ordinance. This plan shall include the type and arrangement of proposed lighting and proposed lighting levels in footcandles at all locations on the site including its property boundaries. One and two family residential structures are exempt from this provision. (2) Upon completion of any lighting project, measurement of lighting levels of properties within the project must be shown to be within Illuminating Engineering Society (IES) standards as specified in the most recent version of the IES Handbook and shall comply with the provisions of this Ordinance. Mitigating measures shall be employed to limit glare and spill light to protect neighboring parcels and to maintain traffic safety on public streets and roadways. These measures shall include lenses, shields, louvers, prismatic control devices and limitations of the height and type of fixtures used. (3) Measurements shall be made after dark at the property line. (4) Exterior lighting shall be designed and arranged to limit direct illumination and glare to any contiguous parcel of land. Reflected glare or spill light shall not exceed 0.5 footcandle when the source of light abuts any residential parcel or 1.0 footcandle when the source 2 of light abuts any commercial or industrial parcel or any public right -of -way measured at 1 foot above the ground. (5) The City may limit y mit the hours of operation of outdoor lighting equipment if the City believes it necessary to reduce the impact of light on the surrounding neighborhood. (6) No flickering or flashing lights shall be permitted. (7) Lighting equipment shall not be placed or permitted to remain on a site if the light source or its reflected image can be viewed directly from a location off the site unless ornamental light fixtures are installed in the manner provided in a site and building plan approved by the City. Ornamental fixtures shall only be approved developer can demonstrate that undesirable off-site when impacts stemming from direct or reflected views of the light source are eliminated by the fixture design or location of the lighting fixture. ( No light source or luminaire shall be located within a bufferyard except on pedestrian walkways unless it is demonstrated that no other alternative to provide site lighting is available. (9) Light poles or standards for exterior lighting shall not exceed a hei of 45 feet, except as provided below. ght This review is based on building plans dated September 10, 2010. The City Community Development/Natural Resources and Building Departments must review and approve corrected building plans before a building permit can be issued for the project. Questions, please call me at 952- 447 -9851. 3 443 Lafayette Road N. St. Paul, Minnesota 55155 MINNESOTA DEPARTMENT OF (651) 284 -5005 www.dli.mn.gov LABOR Q,i INDUSTRY TTY: (651) 297-4198 �.�fi 1 ' l L `J i 1 -8 00- DIAL -DLI 198 Division of Construction Codes and Licensing REPORT ON PLANS Plans and specifications on plumbing: OReilly Auto Parts, 4995 160th St SE, Prior Lake, Scott Cou nty, Minnesota, Plan No. PLB 1009 -00127 OWNERSHIP: Primesite Investments, 15287 Edinborough Ave NE, Prior Lake, MN 55372 SUBMITTER: Esterly Schneider & Assoc Inc AIA, 1736 E Sunshine, Ste 417, Springfield, MO 65804 Plans Dated: Letter from Smith -Goth Engineers, Inc. dated November 15, 2010, Drawings dated November 10, 2010, and September 10, 2010. Date Received: November 16, 2010, September 23, 2010, September 22, 2010, September 14, 2010 Date Reviewed: November 18, 2010, September 27, 2010 SCOPE: This review is limited to the design of this particular project only insofar as the provisions of the Minnesota Plumbing Code, as amended, apply, and does not cover the water supply or sewerage system to whic this plumbing system is connected. The review is based upon the supposition that the data on which the design i based are correct, and that necessary legal authority has been obtained to construct the project. The responsibility for the design � � gn of structural features and the efficiency of equipment must be taken by the project designer. Approval is contingent upon satisfactory disposition of any requirements included in this report. Special care should be taken to insure that the material and installation of the plumbing system are in accordance with the provisions of the Minnesota Plumbing Code. A copy of the approved plans, specifications, and this Report on Plans must be retained at the project location for future reference. INSPECTIONS: All plumbing installations must be tested and inspected in accordance with the requirements of the Minnesota Plumbing Code. As specified in Minnesota Rules, part 4715.2830, no plumbing work may be q covered prior to completing the required tests and inspections. Provisions must be made for app Y 1 in $ an air test at the time of the roughing -in inspection as outlined in Minnesota Rules, part 4715.2820, subpart 2, of the code. manometer test, as specified in Minnesota Rules, part 4715.2820, subpart 3, is required at the time of the fmished plumbing inspection. It is the responsibility of the contractor /installer to notify the Minnesota De and Industry when an installation for a state contract job, Minnesota Department partment of Labor pertinent of Health licensed healthcare facility, or project in an area where there is no local administrative authority is ready for an inspection and test. To inspections, contact the state plumbing standards representative for your region. For your regional inspector's contact information, visit our website at hftp://www.dli.mn.gov/CCLD/CCLDContactus.asp o ttp: www.dli.mn.gov /COLD /CCLDContactus.asp REQUIREMENTS: 1. All plumbing shall be installed in accordance with the Minnesota Plumbing Code (see Minnesota Rules, part 4715.0320). 2. The hose bibb, Woodford, Model No. 65, shown in the Plumbing Fixture Schedule, Sheet No. P1 of 2, is no shown on the plumbing plans. Please verify the fixtures to be installed. not 3. A standard hose bibb vacuum breaker is only effective as long as there are no shut -off valves located downstream of this backflow preventer. If a shut -off valve is located downstream of a backflow preventer, the backflow preventer must be rated for continuous pressure Minnesota Rules, part 4715.2100). (see ( This information can be provided to you in alternative formats (Braille, large print or audio). An Equal opportunity Employer OReilly Auto Parts Plumbing Plan No. PLB1009-001 Page 2 proposed emergency eyewash/drench hose, Speakman, Model SEF -9000, is shown supplied with only 4. Th e prop cold water on the Restroom No. 103 Elevation, ccu Safety and Health on for the requirements is of this Department of Labor and Industry's Occupational Valves for Plumbed emergency fixture and reference AS �ement o ANSI Standar 2358.1 Actuated Mixing Emergency Equipment and the requ 5. Tankless- and instantaneous -type water heaters require pressure relief valves only. Instantaneous electric water heaters that have Underwriters Laboratnryapproval e p in diameter, maybe installed without pressure re 1 f ce containing the heating element471512230). valve (see Minnesota Rules, part Water heaters, including their controls and valves, must without be u��g they are e use of tools or te removal of safely and quickly for inspection, repair, or replacement obstacles, panels, or similar obstructions (see Minnesota Rules, part 4715.2240). 7. As shown on the submitted waste and vent riser diagram, No. P2 with of 2 Minnesota Rule s part 4715 be vented. All mop sinks must be individually vented subpart 4. No. P2 8. As shown on the submitted waste and vent riser diagr o case case les than 2 (see Minnesota Rulesthe water closet is not The in diameter of individual water closet vents shall part 4715.2520, subpart 6). All fixture traps, except as otherwise provided in this code, shall be protected against siphonage and back pressure by means of a properly ly ll exvent pipe. distance vent shshall part located that the developed length from the fixture trap to the vent 4715.2620, subpart 4 (see Minnesota Rules, part 4715.0920). Please reference the enclosed handout "Water Closet Vents" and verify that a code compliant plumbing system will be installed. 9. A full -size vent stack (3 -inch minimum) must be provided for every sanitary building sewer (see Minnesota Rules, part 4715.2520, subpart 1). This stack m here the building drain leaves the building. Verify that should be the most remote stack from the location the required full -size vent exists in the building. Verify 10. that the existing water supply and waste systems are sized to accommodate the added fixtures (see Minnesota Rules, part 4715.3800 and part 4715.2310). 11. It is recommended that a cleanout be provided where new waste and vent piping connects with existing plumbing to facilitate required testing of the new installation. M 12. The PVC plastic pipe material to be used for the water service line to Standard building must (see AST rota Standard D2241 or D1785. The installation must comply with Rules, part 4715.0510). No more than two feet of such piping may be exposed within the building. 13. All solder and flux used for the potable water distribution �percent lead is prohibited in potable 0.2 Use of 50 -50 solder or flux containing more than p cally approved by the systems. Any solder other than 95 -5 tin-antimony tin-silver Section 326B.4 specifi Joints to be soldered must administrative authority prior to use (see Minn esota Statutes, OReilly Auto Parts Plumbing Plan No. PLB1009-.00127 Page 3 be properly fluxed with noncorrosive paste -type flux complying with ASTM Standard B813 -00. 14. PVC plastic pipe used for the drain, waste, and vent system shall comply with ASTM Standard D2665, D2949 or F891 (see Minnesota Rules, part 4715.0570 through part 4715.0600). Plastic pipe must be installed in accordance with Minnesota Rules, part 4715.0580(F) and part 4715.0600. 15. Above -grade horizontal runs of plastic waste and vent pipe cannot exceed 35 feet in total length. Above - grade vertical stacks constructed of plastic pipe may exceed 35 feet in total height only if an approved expansion joint is used. 16. Solvent weld joints in PVC pipe must include use of a primer which is of contrasting color to the pipe and cement (see Minnesota Rules, part 4715.0810, subpart 2). 17. Above -grade horizontal plumbing piping must be supported as follows (see Minnesota Rules, part 4715.1430, subpart 4): a. Plastic pipe: at least every 32 inches. b. Copper tubing (1 -inch or less): at least every 6 feet. 18. Disinfection of the potable water system must include the following (see Minnesota Rules, part 4715.2250): a. The pipe system must be flushed with clean, potable water until no dirty water appears at the points of outlet; b. The system must then be filled with a water chlorine solution containing at least 50 parts per million of chlorine and allowed to stand for 24 hours; or a solution containing at least 200 parts per million of chlorine and allowed to stand for three hours; and c. Following the allowed standing time the system must be flushed with clean potable water until no chlorine remains. 19. The plumbing system shall be tested in accordance with Minnesota Rules, part 4715.2820. NOTES: 1. The scope of this project consists of the remodel of an existing building. The plumbing installation includes a tank -style water closet, a lavatory, a drinking fountain, a mop sink, an emergency eyewash/drench hose unit, a hose bibb, a tankless water heater, and a floor drain. 2. This facility will be served by an existing municipal sewer and water connections. 3. The Minnesota Plumbing Code is available on our website at: www .dli.mn.gov /CCLD/Plumbing.asp Authorization for construction in accordance with the approved plans may be withdrawn if construction is not undertaken within a period of two years. The fact that the plans have been approved does not necessarily mean that recommendations or requirements for change will not be made at some later time when changed conditions, additional information, or advanced knowledge make improvements necessary. OReilly Auto Parts Plumbing Plan No. PLB1009-00127 Page 4 Approved: Marise A. Widmer Public Health Engineer Plumbing Plan Review and Inspections Unit 651/284 -5887 cc: Esterly Schneider & Assoc Inc AIA Primesite Investments `City of Prior Lake Building Official File Il Z I I I Z 0 « n << K-1 Z v) D Co G O m m 0 m m i F. m T m < 'co > \ \ p Z m m cn C7 Z D • _ Oc r 0 • 00 �� Z 0 D 0 - p 0 D n M z 0 y C D �C D - - --i 0 — — — -\ CS = m r O 4 O -� 0 z � - < K 0 D� ND Z N 0 ry �Q] Z --I Z . U) m -I P < m i� r m Z Z CD N v0 � - 3 m 00 m NZ —I CM 0 fn 4, m << K -I 0 O 0 -I N.) Cp � m 0 m m 0 m P 1 • co, 1 " '~ 0 o O 'CO 0 V' D Z D • 0 0 S p - j r ` O r I -, m o m n / \_. _ .___\ -n r — - \ i - O)El — • m — - - -1,� o —� 0 (n zi 0 p n N , Om > R r ., C 6 0 < r P1 m --1 z m Z -1 Z N = -I -I Z m Z z �, G7 (/7 X C 7) C m pz m z 0 0 55 r- 0 0 w " m z - -- _i Z / m N O Co 0 0 < 0 0 N O Z n C Z -I 0 D < < '0 '- r n m -oo M - Z I E z 3 —a 2: 5 co m 0) O "O (0 Z r---- A. 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Springfield , MO 65807 Fax: 417.882.1188 email @smithgoth.com Date: 11/11/10 Plan Review Reply Building Permit Review Project Name: New O'Reilly Auto Parts Store — Tenant Finish Site Address: 4995 160 St. SE, Prior Lake, MN Electronic Plan Comments via Memorandum Smith -Goth Engineers, Inc. response to comments noted in BOLD italics. 6. Separate permits are required for Electrical, HVAC and plumbing. May be submitted at a later date. Plumbing plans must be submitted and approved by the State of Minnesota Department of Labor and Industry for their review. SGE RESPONSE: Separate permits will be submitted at a later date. The Community Development and Natural Resource Department comments: 3) Exterior Lighting specs are identified on plans. If new exterior lighting is proposed a lighting plan (photometric plan) must identify location and light spill surrounding lighting in accordance with ordinance 1107.1800 as follows: (1) The City shall require submission of a light distribution plan to ensure compliance with the intent of this Ordinance for all new development, redevelopment and additions which exceed 20% of the floor area of the principal structure after the effective date of this Ordinance. This plan shall include the type and arrangement of proposed lighting and proposed lighting levels in footcandles at all locations on the site including its property boundaries. One and two family residential structures are exempt from this provision. (2) Upon completion of any lighting project, measurement of lighting levels of properties within the project must be shown to be within Illuminating Engineering Society (IES) standards as specified in the most recent version of the IES Handbook and shall comply with the provisions of this Ordinance. Mitigating measures shall be employed to limit glare and spill light to protect • neighboring parcels and to maintain traffic safety on public streets and roadways. These measures shall include lenses, shields, louvers, prismatic control devices and limitations of the height and type of fixtures used. (3) Measurements shall be made after dark at the property line. (4) Exterior lighting shall be designed and arranged to limit direct illumination and glare to any contiguous parcel of land. Reflected glare or spill light shall not exceed 0.5 footcandle when the source of light abuts any residential parcel or 1.0 footcandle when the source of light abuts any commercial or industrial parcel or any public right -of -way measured at 1 foot above the ground. David L. Smith, P.E. Norman E. Goth, P.E. Comprehensive Mechanical and Electrical Engineering Services Date: 11/11/10 Plan Review Reply Building Permit Review Project Name: New O'Reilly Auto Parts Store — Tenant Finish Site Address: 4995 160"' St. SE, Prior Lake, MN (5) The City may limit the hours of operation of outdoor lighting equipment if the City believes it necessary to reduce the impact of light on the surrounding neighborhood. (6) No flickering or flashing lights shall be permitted. (7) Lighting equipment shall not be placed or permitted to remain on a site if the light source or its reflected image can be viewed directly from a location off the site unless ornamental Tight fixtures are installed in the manner provided in a site and building plan approved by the City. Ornamental fixtures shall only be approved when the developer can demonstrate that undesirable off -site impacts stemming from direct or reflected views of the light source are eliminated by the fixture design or location of the lighting fixture. (8) No light source or luminaire shall be located within a bufferyard except on pedestrian walkways unless it is demonstrated that no other alternative to provide site lighting is available. (9) Light poles or standards for exterior lighting shall not exceed a height of 45 feet, except as provided below. SGE RESPONSE: Refer to newly added SU1 sheet for compliance with above statements and photometric plan. Refer to El for fixture information. END OF PLAN REVIEW REPLY I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. No Rn -fin/ E. 6o ry PRINT NAME NATURE /////�/!) 44137 DATE LICENSE # LICENSE RENEWAL DATE IS JUNE 30, 2012. 2 443 Lafayette Road N. MINNESOTA DEPARTMENT OF (651) 284 -5005 St. Paul, Minnesota 55155 www.dli.mn.gov L,,,A$ R & INDUSTRY TTY: (651)2974198 1 9/27/2010 • Esterly Schneider & Assoc Inc AIA 1736 E Sunshine Ste 417 Springfield, MO 65804 Gentlemen/Ladies: Subject: REQUEST FOR ADDITIONAL INFORMATION regarding plumbing at O'Reilly Auto Parts, 4995 160th St SE, Prior Lake, Scott County, Minnesota, Plan No. PLB1009-00127 We are NOT able to grant approval at this time of the plans and specifications submitted for the above - designated project. The following comment(s) outline the changes and/or additional information that must be submitted so that we can further evaluate the plans and specifications for compliance with the standards of this department: 1. Sheet No. P1 of 2 shows that a new 1 -inch water service will be installed, however, the required site utility plan is not included in the submitted plans. Please provide a utility site plan detailing water supply and sewer connections within the property lines, including pipe sizes, slopes, and materials. Please note that a utility site plan is required for plumbing plan review for all new construction projects or whenever new utility connections will be installed. This plan must be signed by the designer's signature and license number. Please note the following requirements in regards to the water service: a. The water service line must be installed at least 10 feet horizontally from any manhole, catch basin, or any other potential source of contamination (see Minnesota Rules, part 4715.1710, subpart 3). This isolation distance must be measured from the outer edge of the pipe and the outer edge of the contamination source. b. Where the water service pipe must cross a building sewer, the bottom of the water service pipe located within ten feet of the point of crossing must be at least 12 inches above the top of the sewer. When this is not feasible, the sewer pipe must be constructed of one of the materials listed in Minnesota Rules, part 4715.1710, subpart 2, E. The water service line should not contain any joints or connections within 10 feet of the crossing. NOTES: 1. The Minnesota Plumbing Code is available on our website at: www .dli.mn.gov /CCLD/Plumbing.asp Please submit the requested information promptly so we may complete our plan review. No construction related to the above - referenced plans shall begin until approval is provided by our office. When submitting additional information, please refer to Plan No. PLB 1009- 00127. If you have any questions, please contact me at 651/284-5887. 84 588 7. This information can be provided to you in alternative formats (Braille, large print or audio). An Equal Opportunity Employer Esterly Schneider & Assoc Inc AIA Plumbing Plan No. PLB 1009 -00127 Page 2 9/27/2010 Sincerely, Marise A. Widmer Public Health Engineer Plumbing Plan Review and Inspections Unit cc: Primesite Investments / City of Prior Lake Building Official File CRAIG A. SCHNEIDER, AIA architect 1736 E. SUNSHINE, SUITE 417 SPRINGFIELD, MO 65804 November 11, 2010 417.862.0558 FAX 417.862.3265 email: Craig @esterlyschneider.com City of Prior Lake, MN Building Department 4646 Dakota Street S.E. Prior Lake, MN 55372 Attn: • Mr. Bob D. Hutchins, Building Official Re: O'Reilly Auto Parts 4995 160 Street SE Prior Lake, MN Dear Mr. Hutchins: The following are in response to your Plan Review comments dated September 23, 2010: Comment 1: Provide a detail of the accessible front counter • Response 1: A note has been added to Sheet F1, dated 11- 10 -10, stating that the current counter will be ADA accessible. Comment 2: Provide proof that the existing toilet facility is accessible or mostly accessible. Section 1341.0011 1113.9 of the MSBC states in part: Alterations to an area containing a primary function. An alteration that affects or could affect the usability of or access to an area containing a primary function shall be made to ensure that, to the maximum extent feasible, the path of travel to the altered area and the toilet rooms are accessible. The alterations to the path of travel, toilet rooms serving the altered area need not exceed 20 percent of the cost of the alteration to the primary function area. Response 2: Existing restroom has now been removed. A new ADA accessible restroom has been provided. Refer to Sheets D1, dated 11- 10 -10, Al, dated 11- 10 -10, and F1 for details. Comment 3: Provide structurally signed designed drawings of the storage racks. Response 3: Storage rack drawings have been sent to Bob Hutchins'for review on 9- 23 -10. Comment 4: List types, and quantities, location of storage and Material Safety Data Sheets (MSDS) of combustible and flammable liquids. • Response 4: A product placement plan has been provided. Refer to Sheet PP1 for information. Please find attached copy of the Material Safety Data Sheets. Comment 5: Apply for a building permit for the project. Response 5: Once plan approval as been obtained, O'Reilly will have a contractor fill out any applications and pay any remaining fees in order to obtain the Building Permit. Comment 6: Separate permits are required for Electrical, HVAC and plumbing. May be submitted at a later date. Plumbing plans must be submitted and approved by the State of Minnesota Department of Labor and Industry for their review. Response 6: Electrical, HVAC and plumbing permits will be filled out by the contractor. Plumbing plans have been submitted to the MN Department of Labor and Industry and are currently being reviewed. • » • Mr. Bob Hutchins O'Reilly Auto Parts — Prior Lake, MN November 11, 2010 Page 2 of 3 Comment 7: A building permit to remove the gas tanks and canopy must be obtained and the pumps and canopy removed before approval to occupy this tenant space is granted. Response 7: Property landlord will be responsible for this work. The Community Development and Natural Resource Department comments: Comment 1: Provide square footage of all exterior elevations. According to City Architectural Ordinance 1107.2201: "No building may display more than 5% of any elevation surface in bright, pure accent colors." Response 1: Accent color called out is acceptable since it is calculated as part of the signage area. Refer to Sheet A2, revised 11- 10 -10, for calculations and compliance with above requirements. Comment 2: Identify and provide square footage of all "O 'Reilly Red" painted surfaces and of the proposed sign graphic. Sign permit will be required when signage is finalized; however, signage areas on elevation plans must identify basic sign area compliance. According to City Ordinance 1107.901: "Wall Signs: Except in the "C -3" Business Park Use Districts, the total area of permanent wall signs shall not exceed 20% of the area of the total building front; provided, buildings over 3,000 square feet of floor area may add one square foot of sign space for each 100 square feet of floor space over 3,000 square feet...In all districts, no individual wall sign may exceed 200 square feet and no wall sign shall project from the building line more than 15 inches. (Additional regulations may apply for specific signs, see Subsection 1107.800)" Response 2: Signage areas comply with the codes referenced in the above comment. Please refer to Sheet A2, revised 11- 10 -10, for calculations and compliance with above requirements. Comment 3: Exterior Lighting specs are identified on plans. If new exterior lighting is proposed a lighting plan (photometric plan) must identify location and light spill surrounding lighting in accordance with ordinance 1107.1800 as follows: (1) The City shall require submission of alight distribution plan to ensure compliance with the intent of this Ordinance for all new development, redevelopment and additions which exceed 20% of the floor area of the principal structure after the effective date of this Ordinance. This plan shall include the type and arrangement of proposed lighting and proposed lighting levels in footcandles at all locations on the site including its property boundaries. One and two family residential structures are exempt from this provision. Response 3(1): Please see attached Response Letter from Smith -Goth Engineers, Inc., dated 11- 11 -10. (2) Upon completion of any lighting project, measurement of lighting levels of properties within the project must be shown to be within Illuminating Engineering Society (IES) standards as specified in the most recent version of the IES Handbook and shall comply with the provisions of this Ordinance. Mitigating measures shall be employed to limit glare and spill light to protect neighboring parcels and to maintain traffic safety on public streets and roadways. These measures shall include lenses, shields, louvers, prismatic control devices and limitations of the height and type of fixtures used. Response 3(2): Please see attached Response Letter from Smith -Goth Engineers, Inc., dated 11- 11 -10. (3) Measurements shall be made after dark at the property line. Response 3(3): Please see attached Response Letter from Smith -Goth Engineers, Inc., dated 11- 11 -10. (4) Exterior lighting shall be designed and arranged to limit direct illumination and glare to any contiguous parcel of land. Reflected glare or spill light shall not exceed 0.5 footcandle when the source of light abuts any residential parcel of 1.0 footcandle when the source of light abuts any commercial or inductrial parcel or any public right -of -way measured at 1 foot above the ground. Response 3(4): Please see attached Response Letter from Smith -Goth Engineers, Inc., dated 11- 11 -10. Mr. Bob Hutchins O'Reilly Auto Parts — Prior Lake, MN November 11, 2010 Page3of3 (5) The City may limit the hours of operation of outdoor lighting equipment if the City believes it necessary to reduce the impact of light on the surrounding neighborhood. Response 3(5): Please see attached Response Letter from Smith -Goth Engineers, Inc., dated 11- 11 -10. (6) No flickering or flashing lights shall be permitted. (Response 3(6): Please see attached Response Letter from Smith -Goth Engineers, Inc., dated 11- 11 -10. (7) Lighting equipment shall not be placed or permitted to remain on a site if the light source or its reflected image can be viewed directly from a location off the site unless ornamental light fixtures are installed in the manner provided in a site and building plan approved by the City. Ornamental fixtures shall only be approved when the developer can demonstrate that undesirable off -site impacts stemming from direct or reflected views of the light source are eliminated by the fixture design or location of the lighting fixture. Response 3(7): Please see attached Response Letter from Smith -Goth Engineers, Inc., dated 11- 11 -10. (8) No light source or luminaire shall be located within a bufferyard except on pedestrian walkways un less it is demonstrated that no other alternative to provide site lighting is available. Response 3(8): Please see attached Response Letter from Smith -Goth Engineers, Inc., dated 11- 11 -10. (9) Light poles or standards for exterior lighting shall not exceed a height of 45 feet, except as provided below. Response 3(9): Please see attached Response Letter from Smith -Goth Engineers, Inc., dated 11- 11 -10. Please contact our office if you have any further questions. Sincerely .ig A. Schneider, AIA as • Attachments: MSDS for said store Sheets T1, D1, Al, A2, F1, SU1, P1, El, E2 and E3, revised 11 -10 -10 Sheet PP1, dated 11 -10 -10 Response Letter from Smith -Goth Engineers, Inc., dated 11- 11 -10. Sheets SU Copy to: Mr. Steve Peterie, O'Reilly Auto Parts W: \data \O'Reilly \Minnesota \Prior Lake \Correspondence \L -city comments(PK1).doc 4 0,4- (-=. `I f.,,.,,..,: /ZS/(e) 4 pz,. t<, (s ; ...Ls L.4-u , A. Ao 4 S r 7 DS t)._ '" I'S Pt 51 L.5 PC:=IL 01 / 4 -L - 0 • '-4- - R - e-Al r / 6 71 es5C c , -/0 9, /5 / fpm, 6, t ( ct=ei-;.. 47..)r C-7 \le. ,/ )06' F (cam r o Lk, (;,T /145,5017 / i z d L, -- (6c_i ,..._ , 41 \,,d, „„... a fl/00L11+ f t"-te5 r 1 . p: c o, o 0 . , -04...k. if I § Co Lam, „ . / ..L g6 Cp4,2x +w�v�� f 14. Z S r -- (Varz. C� v. 1 Z P f (u /o To KN). .F. OF. j r /s A.- 2:÷ -t- S.F. ©F 6'a S • 6 5 . 5 c96_-__.- ---e_e--‘,/9---1--( ., CRAIG A. SCHNEIDER, AIA architect 1736 E. SUNSHINE, SUITE 417 SPRINGFIELD, MO 65804 417.862.0558 F AX 417.862.3265 TRANSMITTAL email: craig @esterlyschneider.com Dale: September 13, 2010 TO: Mr. Bob Hutchins Building Department 4646 Dakota Street S.E. Prior Lake, MN 55372 Re: O'Reilly Auto Parts 4995 160 Street SE Prior Lake, MN COPIES DATE DESCRIPTION ACTION TAKEN 3 9 -10 -10 Complete Set of Drawings See Remarks REMARKS For use in obtaining a building permit. 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"s E =S • 3' 1 m Z 9�d o » �� figm o 3 3 � �o " g38 �N zg 3" 3:30$ S Z » .....: .:..;ii m$ i o� 1i1 °�C3g = ° h " z g ° ^ mo8 N`� o 8 �.a N _ $ 8l 1 9 8 m � � � a Ili g ohm X58 3 ° C .5 cmi : .� A o °o m A '4 ; iv 1 iuiutut: 1 o� N O S ri 111 ©©©�11 111111�t 111111INIMINEMPINIP1111111114 ® . 111 ..111 .. 1111 _11® 11111 .. _ ...11111 . -11111 1111 111 1111 • _ _ _ - ®®u®BBuu®uB N®��®��' IMMEMEMENNE 11111 11111 1 1111 1 1 111111111111111111111111111 111111111111111111111111 1 11111111111111111111111111111111111111 I imenomommork I 11111111111111111111111111111111111! 0 3 N • III1III1IIIIIII'IITI !I,. e Z '" N A° w , N (t p a 7 r TR b.n w0$ yAyn 3 C W F o ° i � a � n Q pp C . $ i u u 3 C k an ? 3 ° x` u � yy` R e 3 N • i S 9� ate ^� <d Sd' m i . N..� 8 <3 °_ i° m O " 09 NSA v, � p 2 3 4 Y e- n N 1 9 q 3 1 3 o 6 .Z1 a "c us m O ma 3B eR� d m ( u 3` a N 3 v" -' 3 . n < m i 6 3� m C1 D 5 $ a ° a D N N N Z ::, -:' -::. . ; 11 m C < o m li z i Q. m M 7 © 11 iiiiiiiiiiiiiiiIiiI i1 1 ii t' 111 © ©® ■1 1111111Liiiiiiitiiiii1 N w O �d liallaiiiiiiiilahring IMMEMESIMOD 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. 6 I-- 3 --I --5/16 TYP R1 /4 III d 1' 03/8 TYP (2) PLS t UPRITE ANCHOR PLATE 3/4 TYP - =1 /2-- 3 MATERIAL SPECIFICATION: 1 1/2 - HOT ROLLED COMMERCIAL QUALITY -5/16 TYP THICKNESS: 0.097 INCH MINIMUM R1/4 1. 12 GA. GLV, STEEL 2. THICKNESS: .105 ±.006 / C11) �\ 0 ! 1 '/2 03/8 (2) PLS f 3/4 TYP - 1 /2 -- BASE BRACKET ANCHOR PLATE ©2000 LOZIER CORP. A. 71 ,i ANCHOR PLATE DETAILS 6336 PERSHING DR. OMAHA, NE 68110 SHEET I OF 1 1- 800 - 228 -9882 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. 18 GA HSLA MATERIAL COLD ROLLED HIGH STRENGTH, LOW ALLOY (11SLA) GRADE 45 CLASS 11 STEEL. MATERIAL TO MEET ASTM SPECIFICATION A607. LIMITED TO 57000 PSI MAX YIELD II BASE DECK PIN t_ mies i BEARING 0 AREA 25 9/32 3 I 5E33 I LB II O 25 9/32 28 BB28LB I I 4.2 50 22 9/32 25 131325L5 1.750_ 19 9/32 22 59220 II I G 9/32 1 9 BB 19LB III 13 9/32 16 BB 16LB ''03' REF 0 9/32 13 BB 13LB NOTE: TENSION II DOUBLE THICKNESS AREA DETAIL A C NOM PART NUMBER 11 GA. HOOK MATERIAL COLD ROLLED STEEL SHEET, SAE #1 022 SECTION A -A FULL HARD TEMPER 1 07,000 PSI MINIMUM TENSILE STRENGTH BASE BRACKET HALF / - BRACKET HOOK/ (DOUBLE THICK) - BASE BRACKET HALF + 1 /32 C -1/16 o _ 1 IWO o l 4.03 12 REF • 0.4060 L WITH CAGED NUT A AT TOP OF SLOT ©2000 LOZIER CORP. AISA5Ma LOW BASE BRACKET DETAILS 6336 PERShING DR. SHEET OF OMAI1A, NE 65110 I -800- 228 -9882 COMMON ANCHORING TECHNIQUES FOR ISLAND SECTIONS UP TO 96"H. 11111111111111111 1111111111111111 12 GA. A A366 0 - z r — 3/5" DAM. (TYP.) (r) = cz CD E� u_5, 1 1 \ El z _.,c-D QD I I 1 I /2" 0 cz 0 I N= 1 ri---2z LL-I I 0 < cz < g r o Ln I z LoZZ I I czt > I 1 1/2" 0 1 ® ot,.. I 2 GA. ASTM A366 I t to i I I 0 0 \- DC1242 BASE BRACKET ANCHOR PLATE 12 GA. ASTM A366 A, NOTES: 0 0\ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ' DC1242 BASE BRACKET • • ' I III ANCHOR PLATE DC1241 UPRITE ANCHOR PLATE 3"W. PICAL Av2NC1-10R LOCATION5 PLAN VIEW ) . DISPLAY SHELVING HEI 2" EMBEI7Zn Gii:u lpircITO AilIDIUMIlini (2) REQUIRED PER ANChOR PLAT (ANCI1OR BOLTS NOT INCLUDED MTh ANCHOR PLATES) 0 \ 00000 INCLUDING 96"H. DO NOT REQUIRE ENGINEERING S 0 CALCULATIONS. 0 0 2. FOR HEIGHTS OVER 96"H. REFER TO ENGINEERING DETAIL DRAWINGS. i 3. ANCHORS TO BE hILTI KWICK-BOLT II OR APPROVED EQUAL. 0 4. SPECIAL INSPECTION USUALLY NOT REQUIRED FOR ANCHOR BOLTS. COMMON ANCHORING TECHNIQUES FOR WALL SECTIONS UP TO 96"1 • • *TYPICAL ANCHOR LOCATIONS i PLAN VIEW 1 1 1 • 2" • • r Th NT • 0 0 0 0 1 0 1 14 1 (2) REQUIRED PER ANCHOR PLATE 0 (ANCHOR BOLTS NO INC) WITH ANCHOR / UDED 1 I I/2" z FL; • 0v o I 0z w I z p u- Q 0 Q Q I 6 "W• I I/2" 1 U 0 _ � 1 3 "W. z Lo . 1 Qt > o I B 0 1 • • 0 DC1241 UPRITE • ANCHO PLATE 12 GA. ASTM A366 O / 0 0 • DC1242 PLATE g BRACKET I 1 ANCHOR GA. ASTM A366 1 0 NOTES: I . DISPLA NG 96V� I DO NOT REQUIRE ENGINEERING A � INCLUDI \ GALC 2. FOR hEIGIG 6 "h UL hTS OVER 9. REFER TO ENGINEERING � ,. o ° DETAIL DRAWINGS. o 3 ANCh0R5 TO BE hILTI KWICK -BOLT it OR ° APPROVED EQUAL. S` 4. SPECIAL INSPECTION USUALLY NOT REQUIRED 0 FOR ANCHOR BOLTS. 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. STIFFENER 75 82 7/8 84— �� 135 142 7/8 144 69 76 7/8 78��.� __ _____ �� _ 129 136 718 138 63 70 7/8 72 123 130 7/8 132 57 64 7/8 66 5 1/16 *1/16 117 124 7/8 126 51 58 7/8 60 SECTION B -B LEVELING LEG ASSEMBLY NOT SHOWN 111 118 7/8 120 45 52 7/8 54 STIFFENER 105 112 7/8 114 39 46 7/8 48 / 99 106 7/8 108 33 40 7/8 42 d` 1 —ry J - -� - - -� - -- 93 100 7/8 102 27 34 7/8 36 U 87 94 7/8 96 21 28 7/8 30 1 0 - CD 81 88 7/8 90 15 22 7/8 24 NO. OF A • NOM NO. OF A NOM " I i SLOTS SLOTS _ SECTION C -C . LEVELING LEG ASSEMBLY NOT SHOWN 8 6 o o , ___H—t-}1 __� ° I O - - Q-- -- o , UPRITE LEVELER LEG ASSLY. FACE CHANNEL TOP CAP SIDE CHANNEL C I c .• A ----L i 000(--)(-- .) oc1Il =0000000 -- <> - �-f- ) i A --,J-- 1 111111131 A SIDE CHANNEL l - -,. 1/5 MAX ram _... 1 FACE CHANNEL :• ii: iiiiiiiii L ..... .. J DETAIL OF FACE � � SHOWING WELD -I FACE CHANNEL (ITEM 1) SECTION A -A EXTENDED OR 1/32 MAX RECESSED (EXCEPT TOP 11 ©2000 LOZIER CORP. �Z UPRITE DETAILS 6336 PERSHING DR. OMAHA, NE 68110 SHEET 1 OF 2 1- 800 - 228 -9882 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. 18 GA. SIDE CHANNEL MATERIAL SPECIFICATION FACE CHANNEL MATERIAL SPECIFICATION COLD ROLLED HIGH STRENGTH, LOW ALLOY (HSLA) GRADE 45 CLASS II STEEL. VENDOR P o44 I ATIIONS :HOT 1/4 X 3/8 STEEL LENGTH, MATERIAL TO MEET ASTM SPECIFICATION A607. LIMITED TO 57000 PSI MAX YIELD, 22% MIN ELONGATION EXCEPT WITH .60% TO .90% (CALUMET) 24% NATIONAL AND US STEEL. LIMITED TO 55000 PSI MIN TENSILE ASTM A572 -60 HOT ROLLED STEEL (COURTICE) ORDER THICKNESS: .043 MINIMUM. YIELD: 60,000 PSI MINIMUM 5/16 TYP 031 F.375 r.298 .375 r 3' :1/2' R1/16 MAX TYP +.020 .891 9/32±0 1.275 -.010 1.505 MAXIMUM OVERALL 1.643 1 237 .730 WIDTH 2 17132 1 .781 1.935 MINIMUM FLAT ` WITH R3/32 R9/64 1 TO SHARP ■ CORNER TO START DETAIL A OF RADIUS — T41T A 7 7/8 REF 4 1/2 — 2 25/32 1/4 318 1 518 x114 (typ.) 5 � r — 112 CM = C3�-E31--ewe- CD-C =- C=3 T - - ,� O� 23/64 TYP — -1 -1 13116 — -- 3/4 TYP 3 3/8 REF 1' 0.C. TYPICAL DETAIL OF FACE — SHOWING SLOTS ©2000 COZIE CORP. j ZZE7J! UPRITE DETAILS 6336 PERSHING DR. SHEET 2 OF 2 OMAHA, NE 68110 1- 800 - 228 -9882 S SERIES ,BACK -TO -BACK STORAGE SHELVING . Two storage shelving runs can be connected back- �� to -back creating a double -entry island. When connect connecting recommended o Closed Uprite Assembles, B When ing two Open Uprite Assemblies, or an Open and a Back Connectors are recommended ack to Closed Uprite Assembly, sheet metal screws are (see SS1311 below). BACK-TO -BACK HARDWARE These #8 x 3/4" Phillips Head Sheet Metal Screws are used to connect 0 two uprite assemblies back -to -back through the pilot holes punched in the uprite post face. Number of screws per pair of uprites required varies �o .� 0 with uprite height — see table below. 0 STANDARD FINISH: N/A (No Finish Option), Code A N o 00 N # OF 0 � \\� WT. CAT. NO. PK5000 HT. SCREWS REQ'D 2.0 SS2221 PK500 $30.00 36 " -72" 84" - 108" 0 0 Available in packs of 500 only. 120" - 144" BACK -TO -BACK CONNECTOR - _ :::•.: Connector attaches two Closed Uprite Assemblies back -to -back. The .. ,,' 0°r°^ - I .I n same number of connectors are required per pair of back -to -back uprites as screws (see above). Mounting hardware i �� ® � is included. g . . . STANDARD FINISH: GLV (Galvanized) only, Code A WT. CAT. NO. PK100 I 2.0 SS1311PK10 $11.00 0 Available in packs of 10 only. FLOOR ANCHOR FLOOR ANCHORS ARE REQUIRED: 4 1. On all uprite posts where the bottom shelf is not within 6" of the floor. 2. On all shelving runs where the height to depth ratio exceeds 6 to 1. If two sections are connected back -to -back according to the specifications above, use the overall depth to calculate the 6 to 1 ratio. ko o 3. To meet seismic anchoring requirements as specified by seismic engineer. Post mounting hardware included. STANDARD FINISH: GLV (Galvanized) only, Code A Y WT. CAT. NO. PK100 2.0 WS1241 PK10 $21.00 0 Available in packs of 10 only. FLOOR SHIMS Floor Shims are approximately 1/16" thick and are available for leveling storage shelving uprites on uneven floors. STANDARD FINISH: GLV (Galvanized) only, Code B WT. CAT. NO. PK200 2.0 SSFSPK20 $4.60 0 Available in packs of 20 only. A I dff . a r :" . . Z ra e 1 I 4/5/99 P.O. BOX 19999 • OMAHA, NEBRASKA 68119 -0999 • (800) 228 -9882 F.D.B. Scottsboro — Prices and Specifications subject to change without notice. PAGE 807 , sea Inke on Recycled Paper © 1999 Lozier Corporation o _., c...) I I I I - T 1 C/)* m ,„ o fl, < , Ei: a) ( - < il3 CL CD -0 a) a, rig 7 ITI crxcl * CD a . a) ei Q. 0 a) Do 4 > ...,_.., ...._. 0 ...... 0 co. 6 (c ,_ C a , o -0 a oi g co 02 "N DO a cl. 7 t C9. = a) t - r1 Co 4. Q. a = ET C Ei D ? 0 cp 1 .„ ) .-- ,_ Z 0 co co NJ t 7 , (D cn r ■.) co Si 0 03 0 IT 0 X 1 x 0 la. 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La m m. n(n v (L] v �- �" N v o ......1 C -�_r 77 < Q � -1 (D -' (D Z < Q O mpg --^`, � °' � u, CO No . 0 - Z0 C— - a ' ,< Nao".coup '4 � (I) , 0 O O �� I C � r = (0 a�� <7.`- o K C-, (n co 3 a o e,.-,.- -(n m O ? cn N N N - , . v CD o; --- C rD 5. r (D O (D • a -" c <D— � r cD 0 cDr ( .- co r O I / ym = N cnrn (D " $ v z , 1 — 4 0 7C = :1, 0_ O C v (D cn — 7 3 3 co 3' - m 3Q m m � o _ c. (7) (n 0• 0 N) 0 5/4-ottcRofrt • • FIXTURE MANUAL JULY 2003 IMPORTANT: Please refer to the installation instructions packed with the components for proper assembly. 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. A ct ��S =i �► o va 4•• O .,e< awe ° Q Q�� or NA ti Air v... Uprites Base End Trim, Base Brackets Accessories Shelves Rails and Misc. Wire Base Fronts Back Panels Components Base Decks Components BLUE BLUE GREEN VIOLET RED Kevin Murphy, Lozier Sales Representative • (314) 441 -0580 Charlotte Achenbach, Lozier Customer Service Representative • 1- 800 - 228 -9882 ext. 8843 6336 Pershing Drive Omaha, NE 68110 Fax: 1- 402 - 457 -8478 Website: www.Iozier.com 7/03 n Prices and Specifications subject to change without notice. ® 2000 Lozier Corporation 0 4 Re INDEX Warnings 1 Display Components 2 Catalog Number Examples 3 -4 Island/Wall Sections 5 -7 Gap Filler 6 -7 Counters 8 -10 Base Bracket/End Trim & Uprite /End Trim 11 Rails /Closed Base Bracket/Base Deck 12 Gap Filler /Backs /DL Shelf 13 Crossbars/Threaded Top Cap 14 Storage Shelving Components /Accessories 15 Marking Bench Top 16 Wide Span Components /Accessories 17 Battery Rack /Components 18 -19 4 -Way Displayer 20 Oil Gondola 21 6336 Pershing Drive • Omaha, NE 68110 U.S.A. • TOLL FREE 1 -800- 228 -9882 7/03 Prices and Specifications subject to change without notice. 0 2000 Lazier^ Corporation • Bald WARNING FOR YOUR SAFETY • Install all shelving according to installation instructions and use components only as instructed. Shelving and components should only be installed or rearranged by trained personnel who have read and understand the instructions and warnings. Additional copies of the Installation Instructions are available upon request. • Local codes and regulations concerning building, fire, sanitation, or seismic requirements may apply to some installations. It is the responsibility of the owner of the fixtures 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 shipping, do not use and contact your Lozier Customer Service Representative. If parts are damaged after shipment, discontinue use immediately and order replacement parts. • Do not exceed Allowable Load Limits (see Installation Instructions and relevant catalog pages). Make certain you calculate the unbalanced load as shown in the Display Shelving Installation 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 (US) and Base Brackets (BB) must be installed with trim pieces. Untrimmed parts may have unfinished edges that must be covered by trim to avoid exposure to store personnel or customers. • Use Molding End Trim with S -Style Shelves to protect customers and store personnel from accidental contact with exposed shelf corners. • 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 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. • 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. ____......_ ................... 6336 Pershing Drive • Omaha, NE 68110 U.S.A. • TOLL FREE 1- 800 - 228 -9882 7/03 Prices and Specifications subject to change without notice. Page 1 © 2000 Lozier Corporation 0 410 e ill iy 1 DISPLAY COMPONENTS Uprite (A) Back (B) . T. ,..� `°"" Rails (C) A :3 A G G ':f t Base Bracket (D) ,a 1 Base Front (E) i . I k d ' i x Base Deck (F) • ' g i Uprite End Trim (G) �' Base End Trim (H) E O ----'--- � ~;.:'= ...:,. Shelf (I) 1 1 Add T to Overall Nominal Length 3 ! 1•— Nominal Nominal - —{ —1" IT * _ � u H ( Cen ter to Center of Uprites) I (Center to Center of Uprites) f t , � ` ,., , ,*s '�w ` gt l Nominal s - ° ." Base Deck �, --»' ' " F Depth t r ' 1� 2 \ � 2 1/7 . N ominal Base Deck H Depth PLAN VIEW Extension Uprites and ri t Backs in 6' increments I Sections available w ,, ?gym 6' tp 7 in 24',36', and 48' "` °""""" 1t20' long modu t06' r t 96' Nominal IL i" Nominal 08. 2 ,!. -.. 13'16'19'22' ,€� 1 3' 25' 26 31 9 31' / 25 2 6 ' 3 1 ' 22 1 54 25.28.31 '' 3'16' 25 26' 31' t 42 „''a 3 g- x„„r f �. r 36 • Mi V Deck.�wV. ''1"-itm^°` —T8'(O6) I 8 sN ' g � xlw t 3 ".0 �� (� Base -_^"^ "�' f .0,'- 6.9J,.1. --6. , t, 16 19' 22 25 r �'� � 41',42 P7,071,5' x,, � ..za $1a d epth .. � ,, . D L STYLE 2 Deck Depth a Uprite Depth Deck Depth a Uprite Depth ISLAND SECTIONS WALL SECTIONS NOTE: All dimensions are nominal. If exact dimensions are required, please contact Marketing. 2.+U 6336 Pershing Drive • Omaha, NE 68110 U.S.A. • TOLL FREE 1- 800 - 228 -9882 7/03 Prices and Specifications subject to change without notice. Page 2 c 2000 Lozier• Corporation . . ' . e 0 Re WALL SECTION CATALOG NUMBER EXAMPLE Use the wall section catalog number scheme below to specify the desired section sizes, base height, colors, back style, deck molding style, etc. Prices for "standard finish" sections are on pages 123 -134, along with price premiums for other color components. WS 4 54 19 LB CBF CHR PLT PLT P PLT S N PLT Wall Section I Width (3' or 4') Uprite Height (36 "- 120 ") Base Deck Depth (13 " -31 ") 06 Base (06) or Low Base (LB) Regular Rails (blank) or Telescopic Rails (T) Closed Base (CBF) or Open Base (OBF -06 Base Only) Base Color Uprite Color Back Rails Color Back Type (Refer to page 211 for back types available) Back Color Deck Type (S) Deck Molding Type (N -none, M13S, etc.) Deck Color I WALL END CATALOG NUMBER EXAMPLE Use the wall end catalog number scheme below to specify the desired section height, base deck size, colors, etc. Prices for "standard finish" ends are on pages 123 -134, along with the price premiums for other color components. WE 54 19 LB CHR PLT Wall End I I Uprite Height Base Deck Depth 06 Base (06) or Low Base (LB) With Uprite Trim (blank) or Without (P)* Base End Trim Color Uprite And Uprite Trim Color • * "P" deletes the Uprite End Trim so that a different trim package, or a standard trim of a color other than the uprite color, can be added. AriE 4C:f ' Z'air 6336 Pershing Drive • Omaha, NE 68110 U.S.A. • TOLL FREE 1 -800- 228 -9882 7/03 Prices and Specifications subject to change without notice. Page 3 0 2000 Lozier^ Corporation 0 Rei11 ISLAND SECTION CATALOG NUMBER EXAMPLE Use the island section catalog number scheme below to specify the desired section sizes, base height, colors, back styles, deck style, etc. Prices for "standard finish" sections are on pages 108 -119, along with price molding Y premiums for other color components. IS 4 54 19 19 LB CBF CHR PLT PLT P PLT P PLT S N PLT S N PLT Island Section --7 Width (2', 3' or 4') Uprite Height (36 "- 120 ") Base Deck Depth Side A (13 " -31 ") Base Deck Depth Side B (13"-31") -- 06 Base (06) or Low Base (LB) Regular Rails (blank) or Telescopic Rails (T) Closed Base (CBF) or Open Base (OBF -06 Base Only) — Base Color Uprite Color Back Rails Color Back Type Side A (Refer to page 211 for back types available) Back Color Side A Back Type Side B (Refer to page 211 for back types available) Back Color Side B Deck Type Side A (S) Deck Molding Type Side A (N -none, M13S, etc.) Deck Color Side A Deck Type Side B (S) i Deck Molding Type Side B (N -none, M13S, etc.) Deck Color Side B ISLAND END CATALOG NUMBER EXAMPLE Use the island for "standard end catalog nu" ends scheme e on pages 108 -119 long with price c p premiums for deck sizes, colors, components. etc. Prices r finish IE 54 19 19 LB CHR PLT Island End Uprite Height Base Deck Depth Side A Base Deck Depth Side B 06 Base (06) or Low Base (LB) With Uprite Trim (blank) or Without (P)' Base End Trim Color Uprite and Uprite Trim Color "P" deletes ef than Pet End td Trim so can that aa different trim package, or a standard trim of a color other r mow► 6336 Pershing Drive • Omaha, NE 68110 U.S.A. • TOLL FREE 1 -800- 228 -9882 Page 4 Prices and Specifications subject to change without notice. 7/03 © 2000 Lozier° Corporation R Derr. 60 "H x 16 "/16" BASE ISLANDS ., ,i, . 1.,,...i .,,,, , ,: ritt:,.., . - etifilliti k I I- 4 f a a r ISLAND SECTION ISLAND END /S460161606 CBF CHR PLT PLT P PLT P PLT SN PLT SN PLT 1E60161606 CHR PLT i 60 "H x 13" BASE END CAPS F, i ° NOTE: Height to Depth ratio exceeds 6:1 s° (therefore requires Anchoring or Wall End Display Stabilizer). Y$ i pp i q E $# b R G "..8 Y o A F I 4 1 11 It s 1 WALL SECTION WALL END WS360130 CBF CHR PLT PLT P PLT P PLT SN PLT WE601306 Z .. �r.�..fi�rr CHR PLT 6336 Pershing Drive • Omaha, NE 68110 U.S.A. • TOLL FREE 1 -800- 228 -9882 7/03 Prices and Specifications subject to change without notice. © 2000 Lozier" Corporation Page 5 Re il Iy► 78 "H x 16 "/16" BASE ISLANDS } i i i a 1: Ail , r *Nti.s.oti ' ' 1 ISLAND END ISLAND SECTION 1E78161606 IS478161606 CHR PLT CBF CHR PLT PLT P PLT P PLT SN PLT SN PLT 78 "H x 13" BASE END CAPS • 4:1a, NOTE: Height to Depth ratio exceeds 6:1 rt a, t r : (therefore requires Anchoring or i fli ' Wall End Display Stabilizer). il t to � r .� 3 a p WALL END WALL SECTION wE7s13os WS3781306 CHR PLT CBF CHR PLT PLT P PLT P PLT SN PLT IL.072r.„11-.2a.IFE' 6336 Pershing Drive • Omaha, NE 68110 U.S.A. • TOLL FREE 1 -800- 228 -9882 Page 6 Prices and Specifications subject to change without notice. 7/03 © 2000 Lover` Corporation 0 9 ReiIIy 84 "H x 16" BASE WALLS iitAigif •iftrl ` NOTE: Must be adequately anchored. i „ 1 Y t €t ' fit g **, .s Yr Y 3 i t,,i _ ,;.: e : :, 00 II 1 WALL SECTION WS4841606 CBF CHR PLT PLT P PLT SN PLT SN PLT WALL END WE841606 CHR PLT GAP FILLER GF3 - 3' End Caps GF4 - 4' End Caps - for Rubber Queen s a s e AS 4 :. 7 NOTE: Used on exposed back of section. i.e.: Rubber Queen Display area 44 6336 Pershing Drive • Omaha, NE 68110 U.S.A. • TOLL FREE 1- 800 -228 -9882 7/03 Prices and Specifications subject to change without notice. Page 7 © 2000 Lozier" Corporation 120 "H x 16" BASE WALLS i =`0 T , NOTE Must be adequately anchored. M,>y�- - 3 iz d yg r I : " 1.11" r; c ' 1 PU'Iii= I h- a 1 4 P 1 t r «"`i 1 1 : k WALL SECTION WALL END WS4120160 WE1201606 CBF CHR PLT PLT P PLT SN PLT SN PLT CHR PLT GAP FILLER GF3 - 3' End Caps GF4 - 4' End Caps - for Rubber Queen ,r 1 1 t I. NOTE Used on exposed back of section. i.e.: Rubber Queen Display area , L 6336 Pershing Drive • Omaha, NE 68110 U.S.A. • TOLL FREE 1- 800- 228 -9882 Page 8 Prices and Specifications subject to change without notice. 7/03 © 2000 Lazier' Corporation 7 • .0 Reilly 96 "H x 16" BASE WALLS R ggz�`' NOTE: Must be adequately anchored. iex; Ps o ,- - � a a 1 I I; a481 .e� Y¢ Y' ,. . mil,'. £ ' IA YF A v. 431::, .--;,--'' r WALL SECTIO WS4961606 CBF CHR PLT PLT P PLT SN PLT SN PLT WALL END WE961606 CHR PLT GAP FILLER GF3 - 3' End Caps GF4 - 4' End Caps - for Rubber Queen I s N I NOTE: Used on exposed back of section. !! i.e.: Rubber Queen Display area „ 6336 Pershing Drive • Omaha, NE 68110 U.S.A. • TOLL FREE 1- 800 - 228 -9882 7/03 Prices and Specifications subject to change without notice. Page 9 © 2000 Lozier^ Corporation 0 , .eilly' 1 16 Ft. COUNTER SW5931 LLQ #- ^~'`°^^,ti Right Hand - -" '" „ y A SW5911 LLQ v" , '1 ,"'' Left Hand " w � . .‘..re" -- ,.-- -- �'- "" 970;, "" ' i _ : r _ • �� - .,..we', ' w 1 it 4 p 3 'e ,,a,giog' . 4 O RA16X42C (5) BB1306 PTD - Base Bracket for 13 "D (5) BB1606 PTD - Base Bracket for 16 "D (1) BET1306 CHR - Base End Trim for 13 "D (1) BET1606 CHR - Base End Trim for 16 "D • (8) BE436P PLT - 4' x 36" Peg (8) CBF406 CHR - 4' Closed Base Front (5) U42 PLT - 42" Uprite (8) DL413N PLT - 4' x 13" Shelf (2) EP8699 LB8 - 13" x 42" End Panel (front) (2) EP86911 LB8 - 16" x 42" End Panel (back) (4) R4B PLT - 4' Bottom Rail (4) R4C N/A - 4' Center Rail (4) R4T PLT - 4' Top Rail (4) SD413N PLT - 4' x 13 "D Deck (front) (4) SD416N PLT - 4' x 16 "D Deck (back) (1) SW5911 LLQ - 96" x 34" Counter Top (left) (1) SW5931 LLQ - 97" x 34" Counter Top (right) (2) UET42 PLT - 42" Uprite End Trim „ Acir.Zi w ..IMILT - 6336 Pershing Drive • Omaha, NE 68110 U.S.A. • TOLL FREE 1- 800- 228 -9882 Page 10 Prices and Specifications subject to change without notice. 7/03 © 2000 Lazier' Corporation 0 1 12 Ft. COUNTER , SW5932 LLQ Right Hand ,„„„..K " SW5913 LLQ �", Left Hand '°'`'` �G �'„," ` , ^°"" - ,� "^^`, ,.. „,,,,,,,,, , z m '.;;,,, --- , « ' r R alb �x t ..zp,d,�rK'6t1 i z 9 1 1 ' ,„,„..,,,,,,,....----, 7 ., , -'iltl- I:ye:7-, - - ::::: ' II Ea ORAl2X42C (4) BB1306 PTD - Base Bracket for 13 "D (4) BB1606 PTD - Base Bracket for 16 "D (1) BET1306 CHR - Base End Trim for 13 "D (1) BET1606 CHR - Base End Trim for 16 "D (6) BE436P PLT - 4' x 36" Peg Back (6) CBF406 CHR - 4' Closed Base Front (4) U42 PLT - 42" Uprite (6) DL413N PLT - 4' x 13" Shelf (2) EP8699 LB8 - 13" x 42" End Panel (front) (2) EP86911 LB8 - 16" x 42" End Panel (back) (3) R4B PLT - 4' Bottom Rail (3) R4C N/A - 4' Center Rail (3) R4T PLT - 4' Top Rail (3) SD413N PLT - 4' x 13 "0 Deck (front) (3) SD416N PLT - 4' x 16 "D Deck (back) (1) SW5913 LLQ - 73" x 34" Counter Top (left) (1) SW5932 LLQ - 73" x 34" Counter Top (right) (2) UET42 PLT - 42" Uprite End Trim 7/03 6336 Pershing Drive • Omaha, NE 68110 U.S.A. • TOLL FREE 1- 800 - 228 -9882 Prices and Specifications subject to change without notice. © 2000 Lozier^ Corporation Page 11 IIP R • 1 _______ 1 6 Ft. COUNTER SW5921 LLQ - , " x i { s c c s i s z Y ` " am "` „ { ORA6X36E (3) BB1306 PTD - Base Bracket for 13 "D (3) BB1606 PTD - Base Bracket for 16 "D (1) BET1306 CHR - Base End Trim for 13 "D (1) BET1606 CHR - Base End Trim for 16 "D (4) BE330P PLT - 3' x 30" Peg Back (4) CBF306 CHR - 3' Closed Base Front (4) DL313N PLT - 3' x 13" Shelf (2) EP8691 LB8 - 13" x 36" End Panel (front) (2) EP8693 LB8 - 16" x 36" End Panel (back) (2) R3B PLT - 3' Bottom Rail (2) R3C N/A - 3' Center Rail (2) R3T PLT - 3' Top Rail (2) SD313N PLT - 3' x 13 Deck (front) (2) SD316N PLT - 3' x 16 "D Deck (back) (1) SW5921 LLQ - 74" x 34" Counter Top (2) UET36 PLT - 39" Uprite End Trim (3) U36 - 36" Uprite 0 E • ra. 2 X 6336 Pershing Drive •Omaha, NE 68110 U.S.A. •TOLL FREE 1 -800- 228 -9 Prices and Specifications subject to change without notice. Page 12 7/03 © 2000 Lozier• Corporation • , el y __,,,,,,. ,___„:„....,...„s,..„., „_„,„,,,.,,,,_,4,.,—....,,, BASE BRACKET 13" = BB1306 ; 3 �: 1 6 "= BB1606 i i i! . f..-• . . 28" = BB2806 ; ' I 3 p FINISH: PTD (Random Colors) _ '"`"' r 3 inenes . ........, S ite Ba 1/ i BASE END TRIM (Pair) 13" = BET1306 i `---- Length of 16" = BET1606 Base End Trim .401$ 28" = BET2806 FINISH: CHR UPRITE END TRIM /UPRITE UPRITE I I " I RITE END TRIM UPRITE 36" = UET36 ' 42" = UET42 36 " = U U42 6 60" = UET60 42 " = U 78" = UET78 60" = U 84" = UET84 78" = U78 96" = UET96 84" = U 120 "= UET120 96" = U96 1 20 " =U120 FINISH: PLT FINISH: PLT 1 r4i il-/'' , ' 7/03 6336 Pershing Drive • Omaha, NE 68110 U.S.A. • TOLL FREE 1- 800 - 228 -9882 Prices and Specifications subject to change without notice. ©2000 Lazier" Corporation Page 13 0 ! • a . l i TOP RAIL FINISH: PLT ,_ CENTER RAIL 4' =R4C 7.:7 -.,.--- - .:7' -- FINISH: N/A SPLICER RAIL 3' = R4S �, ---"'4 FINISH: PLT _ BOTTOM RAIL ,_ - ` _ .., „ 3' = R33 -- w - -- •'' <._ , - '.".. 4' = R4B - ---"" - - - "'- FINISH: PLT r • • r • • CLOSED BASE FRONT 3' = CBF306 � 4' =CBF FINISH: CHR N BASE DECK .X 13 "D x 36 "W = SD313N �'" ° . = SD413N 13 "Dx48 "W ��"' 16'Dx36 "W =SD 16"D x 48"W = SD416N �„� 25 "D x 36 "W = SD325N 28 "D x 48 "W = SD428N FINISH: PLT Loa-2n r a S n Page 14 6336 PersPr e Specificat on subject to change wit ou notice. 9882 ce. 7/03 0 2000 Loner' Corporation 0 ip el GAP FILLER PEGBOARD BACKS ...',. 3' = GF3 4' = GF4 For 36 "H Uprite: FINISH: CHR 3'W = BE330P ` 4'W = BE430P �� "`--- FINISH: PLT :: For 42 "H Uprite: 3'W = BE336P 4'W = BE436P FINISH: PLT For 60 "H Uprite: 3'W = BE354P `x 4'W = BE454P : :• FINISH: PLT For 78 "H Uprite: 2 pieces /requires splicer rail 3'W = BE336P r(Lower) BE336P LL(Upper) 4'W = BE436P r(Lower) BE436P L(Upper) FINISH: PLT For 84 "H Uprite: 2 pieces /requires splicer rail 3'W = BE330P r (Lower) BE348P (Upper) 4'W = BE430P r(Lower) ' s Y : [(Lower) (Upper) Y * FINISH: PLT For 96 "H Uprite: DL STYLE SHELF 2 pieces /requires splicer rail 10 "D x 24 "W = DL210N 3'W = BE342P (Lower) 13 "D x 36 "W = DL313N BE348P [(Upper) 13 "D x 48 "W = DL413N 4'W = BE442P (Lower) 15 "D x 48 "W = DL415N BE448P [(Upper) 16 "D x 36 "W = DL316N 16 "D x 48 "W = DL416N FINISH: PLT 17 "D x 48 "W = DL417N • 19 "D x 48 "W = DL419N '` For 120"H Uprite: 3 pieces /requires 2 splicer rail FINISH: PLT 4'W = BE448P -- (Lower) BE436P % BE430P (Upper) FINISH: PLT a 4rL:r. ZIAI E r 4 in ' ' 6336 Pershing Drive • Omaha, NE 68110 U.S.A. • TOLL FREE 1- 800- 228 -9882 7/03 Prices and Specifications subject to change without notice. 02000Lozier'Corporation Page 15 0 1 l ,_______,, „.....,____,..._ �. ,._ CROSSBARS --- ;:: - :::.t*: - ..� l :AY ' l µ - t , } i « t;}i .• a* ) :. g °x24 "= LXB206 • n k ! Y " ' t —__- -• yt t_ : 3" x 36" _ �B303 ' « «'» :. 6" x 36" = LXB306 { « 9" x 36" = LXB309 Y: _.«— "� —� t-. 2 ;t 12 "x36 " LXB312 Y .. .. « = LXB 1" x 48" 401 ` fE. * ;: 3^ x :4888' = LXB403 » w = LXB406 ; 1 "x8 :' » 9" x = LXB PLT 12" x " = LX6412 � � » FINISH: . Rill a MARKING BENCH TOP "` (1) Marking Bench Top 33" x 72" = SS1243 „ >, 33" x 96" = SS1244 """ FINISH: MTK ,,. N " 4 s°`p 11 311; s '* M v, r} 4 *s "^h:4 Pershing Drive •Om, 66110 USA. •TOLL 1- 800 -228 9882 - E d r e 31 P AZ: r lE Et #14 - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - — - - 7/03 Page 16 6336 Prices and Specifications aha subject to change without FREE notice. ©z000 NE �ozie" Co poration r ill • 11 ii ii STORAGE SHELVING i li UPRITE 24 "D x 42 "H = SSU24042N r ".y,,, 12 "D x 84 "H = SSU12084N 24 "D x 84 "H = SSU24084N t 12 "D x 96 "H = SSU12096N 24 "D x 96 "H = SS U 24096N - 12 "D x 120 "H = SSU12120N { 24 "D x 120 "H = SSU24120N - FINISH: GLV REGULAR DUTY STORAGE SHELF sl 12 "D x 36 "W = SS312R I 36 "D x 24 "W = SS324R 48 "D x 12 "W = SS412R 24 "D x 48 "W = SS424R FINISH: GLV 1 1 1 ,� - HEAVY DUTY STORAGE SHELF *; _ „� 12 "D x 36 "W = SS312H * ,y; (7 36 "D x 24 "W = SS324R f , 1 48 "D x 12 "W = SS412H 24"D x 48 "W = SS424H L..,..‘,,.. `' a,, FINISH: GLV SLIDING DIVIDERS ` - '' 24 "D = SS1266 FINISH: GLV CROSSBRACES HANGROD (Required at end of each run and eve ASSEMBLY fourth section between) BACK TO BACK SSHR424 GLV RUNS MAY SHARE A CROSS BRACKET. r 3'W x 36 "H = SSX336RD e 4 3'W x 72 "H = SSX372RD ° �' f. $ ; 4'W x 72 "H = SSX472RD ,r' ,' 3'W x 96 "H = SSX36096 / 4'W x 96 "H = SSX48096 BRACKET 3'w x 120 "H = SSX36120 l ' i 24 "D = 4 'W x 120 "H = SSX48120 i HANGROD / '4g SS1112PK2 FINISH: GLV 36 "L = SS1121 ,� 48 "L = SS1122 FINISH: GLV , y FINISH: GLV A i LS , Wolf o n r a ii a t ; ' 7/03 6336 Pershing Drive • Omaha, NE 68110 U.S.A. • TOLL FREE 1- 800 - 228 -9882 Prices and Specifications subject to change without notice. © 2000 Lazier° Corporation Page 17 • i I WIDE SPAN UPRITE FRAME 36 "Dx72 "H= WSU36072 1 74 , = 36 "D x 96 "H WSU360 ,� 36 "D x 144 "H = WSU361 Iza., «;t z „ t U PRITE C t r ' P � r d x ' WSUCPK " , ' Pack of 4 only. , r `4 FINISH: GLV ` - { SHELF SUPPORT `'3 per 96 "L Beam ,,; (2) Min. Requred p = 1600 Ib. Shelf Capacity —� � 'p 36 "D = WSSS36 i ,,, -- .„ I FINISH: IGR -""-, f -' ''' „ " " " BEAM ;-- -�' 96 "L = WSB96 FINISH: IGR L l i < -'77 i ' x # - -' t .M 4 T w • ,; �., a ' w a '' » t *, b A . PARTICLEBOARD SHELF ( Uncoated) ." 96" x 36" = WSPBU3696 ��rr FINISH: N/A a „t, .r 6336 Pershing Drive • Omaha, s subject o change w t h EE E notice 98 Page 18 7/03 Prices and Specifications © 2000 Lozierc Corporation 0 I BATTERY RACK ORWSB724830S - 4' Starter ORWSB724830A - 4' Add -On I u TT t 1 �' t r 1-,—, 'i I T 1 x i �•� ' } \X ; . ., y l ' ' - "• 'r r is , 1;,%.;,. , . : ,.. „ . -::. • : .,,.:.: ' .1 -4'..::"::::7 —f''''‘.4.' ' ' '" ' ' „ i F - f ' ' -''.- : : .' . — - -`.' . - katAv....,_ ' : ' 'fit RS "iP I a M� 1 B i `, i t i f% i;M ■ ♦ .at d t,* , - : ------4-:-..ir WSU36072 - Uprite WSB48 - Beam • tt aiLir . 7/03 6336 Pershing Drive • Omaha, NE 68110 U.S.A. • TOLL FREE 1 - 800- 228 -9882 Prices and Specifications subject to change without notice. Page 19 © 2000 Lozier° Corporation O'ReiIly i SECURITY CAGE SSU24096P - 24 "x96" Closed Uprite SSBP480 - 48 "x96" 4' Back Panel BACK PANEL • 1 l i i ' CLOSED UP RITE '1 : 4, Is , 0 $ 4 . . t t. F4 t -1 re rs 1 ;1 1 ii b' Cl rr fx. L ,.......„,...t.., . , ) EL:74W . .. 11 "- , E.E r Page 20 6336 PersPri e ss and Specificat on subject to change w t notttcce. 988 7/03 © 2000 Lozier° Corporation 0 R e ill y - -- BATTERY RACK COMPONENTS BATTERY RACK UPRITE FRAME 36 "D x 72 "H = WSU36072 il FINISH: QJ8 pi ' 1 I ', .. � . .ii X. I\ TRACK RETAINER ` { "^� 48 "L = WS 1113 III A 41 FINISH: QJ8 : III li d l i ° , , , , . - - . . . . :::*-------**----,-- ' ' BEA - I% It ; 48 8 "L = INISH: QJ8 it t ----- -- - �`.5 S v 1 a 1 S. \ "' i ` j M1 i. v ‘. *\ A END TRACK \ , ., WS8311 CENTER TRACK '' FINISH: QJ8 WS8291 \ 1 FINISH: QJ8 AiL 474WX 7/03 6336 Pershing Drive • Omaha, NE 68110 U.S.A. • TOLL FREE 1- 800 - 228 -9882 Prices and Specifications subject to change without notice. Page 21 © 2000 Lozier° Corporation 0 9 I 4-WAY DISPLAYER FWD5424CPM PLT PLT PLT - Four Way D w/ Caster Kit COMPONENTS: (1) FWDCK24 PLT - Caster Kit (4) FWD5424 PM - Panels DL210N PLT - 2' x 10" projection Crossbars LX6206 PLT - 2' x 6" p 1 1 5 i '::: :4 .: 1:* * :*4. ": 44, ,'• •::: ' ' ' ' ' : . *: **:: 1. .: •••:::: ' * '' '' '' ' ' 1 I . .' . 1 ' : : ' * A t 4 4 4 . : * 1 , : . . it s & t a ' :`,te ..! . " • i •:. "' y �M * i •• i 1 „.•••••*„.„..,••••••'rnrn ° * * .. 4 ik,&) .E. 6336 Pershing C and Specification subject to change without notice 1-800-228-9882 Page 22 © 2000 Lover' Corporation 7/03 N OIL GONDOLA IS478162806 1 E78162806 BE436P (Front & Back) WEDGR48 PLT 40000000000000001111111°. ., 78"H Y WEDER48 PLT ,• w" " R4S wa 14 4 ' Splicer Rail BE436p tw / a . j :,,,;,..,1 .':-.„ E $ {r ,, pper� . '''''4* 1 £ rt S 113 w , ttf: t . -,f t.. . . .., „ ,,,,,4,....,„,,,,,,,' '''''.1'...::' ''':':'.;*:' ' 16 "B k 28 " g Backs, both sides 36" f' ,. w� k's«; 48 "W - GF4 13 "B WS4781306 WSE781306 4 'Wx78 "Hx13" Base End Caps AdiEr"27;37 4%. 7/03 6336 Pershing Drive • Omaha, NE 68110 U.S.A. • TOLL FREE 1 800 - 228 -9882 Prices and Specifications subject to change without notice. Page 23 ® 2000 Lozier"-' Corporation 7 \ STAL_LATI O \ I \ STR U CTI O \ S S- SERIES STORAGE SHELVING Hang Rod Bra \ \\I . \ Closed Uprite Imo' 411 Assembly Hang Rod `' / y, '1I 4 \ . titi tii \ a11 til ' �ti 1 �: I 1 ,, I Brace bib. 1.I / / \ 4 . 1 1 '•1 ,k. 1/\ ., / 41 `til 4 1 Open Uprite is , ..44.1 4 1 Assembly / ,1 / 41 � pe, .. d e g i : , Shelf `/I • ti1` Base Front p) I � 4'' I Divider 1 ' I Cross Brace " .;I WARNING! SHELVES MUST NOT BE USED AS A LADDER, WALKWAY, OR STANDING PLATFORM. A. Shelves IMPORTANT LOADING INFORMATION Shelf Style Maximum Evenly Distributed Heav Dut Static Load Capacity Y Y 16" Ga. Steel Channels 1 1/4" x 3/4" • 600 lbs. per shelf (all sizes) Regular Duty 16' Ga. Steel Channels 3/4" x 3/4" _ ; e';•• 500 lbs. per shelf (all sizes) i /1 . B. Uprites Maximum Static Load Capacity 3 ,4 ,5 ,6 ,7 ,8 High with Regular Duty Bracing 1200 lbs. per Uprite Assembly (600Ibs. per post) (SSX —RD) 6',7',8' High with Heavy Duty Bracing 2400 lbs. per Uprite Assembly (1200lbs. per post) (SSX —HD) 9' thru 16' High with Heavy Duty Bracing 2400 lbs. per Uprite Assembly (1200Ibs. per post) (SSX —HD) ( °�� OMAHA, NEBRASKA DRIVE 681110 01-44 REV. T CR 45715 10/26/01 ©2001 COZIER CORPORATION (800) 228 -9882 PAGE 1 OF 11 iAc Rc M INSTAL.bATION INSTRUCTIONS S- SERIES STORAGE SHELVING PRODUCT SAFETY INFORMATION WARNING FOR YOUR SAFETY * Install all shelving according to installation instructions and use components only as instructed. Shelving and components should only be installed or rearranged by trained personnel who have read and understand the instructions and warnings. Additional copies of the installation instructions are available upon request. * Local codes and regulations concerning building, fire, sanitation, or seismic requirements may apply to some installations. It is the responsibility of the owner of the fixtures 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 shipping, do not use and contact your Lozier Customer Service Representative. If parts are damaged after shipment, discontinue use immediately and order replacement parts. * Do not exceed Allowable Load Limits. Exceeding allowable loads may cause the shelving to tip over or collapse. * To avoid store personnel or customers accidentally coming in contact with display fixtures, never allow any display to protrude into an aisle or to extend beyond the edge of the fixtures. * Do not lean tall or heavy items ogainst shelving unless shelving is anchored to o 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. * 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 fixtures to collapse. * Never alter, modify or otherwise structurally change the shelving or any of its component parts. Modifications or alteration may cause the shelving or component part to become structurally unsafe resulting in tipping, collapse or other failure of the fixture. * Inspect the shelving system periodically for damage. Parts that ore bent, buckled, dented, cracked, or otherwise damaged should be replaced. Tighten or replace loose or missing fasteners. * Shelving (or rack) 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 appropriate installation instructions to assure shelving (or racks) are properly assembled, replace any damaged components or ports, and do not exceed recommended maximum loads or engage in any other unsafe use of the shelving (racks). 6336 PERSHING DRIVE 01 -44 REV. T Z°17±Z; OMAHA, NEBRASKA 68110 PCR 45715 10/26/01 (800) 228 -9882 PAGE 2 OF 11 ©2001 COZIER CORPORATION VI\STALLATIO\ IN SIR UCTIO \S S- SERIES STORAGE SHELVING WARNING! ALL RUNS OF STORAGE SHELVING MUST HAVE AT LEAST TWO SECTIONS (EXCEPT A SINGLE FREE STANDING SECTION) CROSS— BRACED, AS SHOWN BELOW. RUNS MUST HAVE CROSS— BRACES ON THE END, OR STARTER SECTION, AND CROSS— BRACES ON EVERY FOURTH SECTION THEREAFTER, PLUS A CROSS —BRACE ON THE LAST SECTION. FAILURE TO DO THIS MAY RESULT IN PERSONAL INJURY AND PROPERTY DAMAGE. EXAMPLES OF CROSS BRACE LOCATIONS: NUMBER OF SECTIONS FASTENING 1 Cross — braces must be fastened into the small hole 1 V in the face of the uprite post with #8 x 3/4" sheet XX metal screws. Start at the bottom as shown on the 2 next page. Where adjacent sections have braces, offset X the braces (1) hole on the common uprite post 3 X 4 X X BACK —TO —BACK RUN BRACING These runs may share common cross — braces only if 5 X X the back —to —back Uprite posts are securely fastened together with screws or with back —to —back connectors. 6 X X u (See Page 9) 7 X X / \ SOLID BACKS 8 u X IX Solid back panels may be used in place of cross— / \ / braces. If solid back panels are used in back —to— g X X X bock runs, the posts on the other side must have � cross — braces. (See Page 8) 10 X V X 11 X X v x 12 X X �X ! 13X X X X NOTE: The style and quantity of cross — braces in each braced section depends on the height of the uprites, as shown below. 0 � S'! SSA c ol SSA /S l S SS A RO fo 6 55554- 55�o \o SS -V L�� L�1 X21 �� 1 L (1 ■ SSX —RD 11 .1 .1 a 1 ∎ 1 ■1 ■1 \ / \ I \ I SSX -HD // // // 1 ►1 .. .. DU TY X 6' 7' 8' 9' 10' 11' 12' 14' 15' 16' UPRITE HEIGHT ( %'�� OMAHA, NEBRASKA DRIVE 68110 01-44 REV. PCR 45715 10/26/01 ©2001 COZIER CORPORATION (800) 228 -9882 PAGE 3 OF 11 INSTALLATION INSTRUCTIONS, II�STA�� S- SERIES STORAGE SHELVING t STARTER SECTION CAUTION: AT LEAST TWO PEOPLE ARE REQUIRED TO STABILIZE THE SYSTEM DURING ASSEMBLY. 4 . a M •,0 Uprite Assembly a 4. : 4 iw. i i ii 4 r I• w Ir .; Shelf Ir .r r 'Mi i". Tabs on Underside Ir lw .14 Shelf Top — Regular Duty It ` . r I r . r 1• Approx 24" Ir I? :. 4. I.' / I r, r '' '' it Ir l Ir Ir I w 1. Hold two (2) uprite assemblies vertical and hook tabs of a shelf into the pockets approximately 24" from the floor. *ACTUAL LENGTH OF DIAGONAL BRACE STRAPS Section 36 ", 48 ", 60" 72 ", 84 ", 96" 108" & Higher Width Uprites Uprites Lower Brace Upper Brace 36" 47 1/2" 74 -1/16" 74- 1/16" 74- 1/16" 42" 52 1/4" 77-1/8" 77-1/8" 77-1/8" 48" 57- 3/16" 80 -5/8" 80 -5/8" 80 -5/8" 2. With the #8 x 5/8" sheet metal screws provided, attach the cross —brace to the Uprites using the small holes on the face of the Uprite. On Uprites higher than 8', two cross — braces are required, one above the other. See Page 5. WARNING! DO NOT USE POP RIVETS TO FASTEN CROSS— BRACES TO UPRITES. ALWAYS USE #8 SHEET METAL SCREWS. (BRACES MUST BE LOCATED AS SHOWN ON PAGE 5.) 3. Cross — braces are not required if the sections that would normally be cross — braced have solid back panels as described on Page 8. (63). 6336 PERSHING DRIVE 01-44 REV. T 63/. OMAHA, NEBRASKA 68110 PCR 45715 10/26/01 (800) 228 -9882 PAGE 4 OF 11 ©2001 COZIER CORPORATION I \ STA LLATI O \ I I\ STR U CTI O \S S- SERIES STORAGE SHELVING CROSS —BRACE TYPE AND LOCATION i ;. /:. I- ., 1: r 1. #8 X 5/8" ;. ��= , ' Screws % /• \� . I• ,. 1: I• ,: / I I. 1 -- / I- Ii, --\■ 1= l Sc rews �= ;, 1, • '4t. „--• I 1- I, '' i I. 2 Strap Crossbraces ; SSX —RD I + - ; % / �: ;; 3rd hole .- Irk / ;; from bottom 1:N, I.\ • I+ j., / I. I 3' , 4', 5', 6', 7', 8' High i I. i =/ v i. I- 1: '• it 32" I- M / I• / I+ I' #8 X 5/8" I jr. • ;. d i : Screws \ = 1 11" .„ - . / 3rd hole 2 Strap Crossbraces from bottom 12' High SSX —RD I' : & 3 Strap Braces �1 - ; I- 14', 15', 16' High N ;; I• I• S I% ` `% I % / SSX —HD : I 9', 10', 11' High 0,10° , .r Y 1 I: • :\ 1 4" ON 12' 4 ,. _.r.--- 20" ON 14' -16' ';:\ 000. " ; �•i o ly� 1 - o� • 3 Strap Crossbraces �• ` 1- (12', 14', 15', 16' High) 1- • • SSX —HD I 1 / ' , /, 3rd hole I: from bottom 3rd hole from bottom I 12', 14', 15', 16' High I El �� 6336 PERSHING DRIVE 01 -44 REV. T OMAHA, NEBRASKA 68110 PCR 45715 10/26/01 ©2001 COZIER CORPORATION (800) 228 -9882 PAGE 5 OF 11 INSTALLATION INSTRUCTIONS S- SERIES STORAGE SHELVING 4. Install a shelf near the top of the Uprites that are 8' tall or install an intermediate shelf at a similar location on taller uprites. This will help stabilize the section. WARNING! TO STABILIZE THE FINISHED SYSTEM, A BOTTOM SHELF SHOULD BE INSTALLED WITHIN 6" OF THE FLOOR l� (UNLESS FLOOR ANCHORS ARE USED) AND A TOP SHELF WITHIN 12" OF THE TOP OF THE UPRITE IN EACH SECTION :� OF THE RUN. 5. Floor protectors /shims are used to protect floors when required and to aid in leveling the system (by stacking the shims) when required. Install shims after 0 ■ assembly of the Starter Section by using 4' long level ii or plumb bob. Upon determining which side needs to be / �;/ ^I raised, lift one uprite at a time and then position 0, t 4 shim(s) as shown. ii ;� A ■I 1 4. NOTE: Floor protectors /shims cannot be used in 4, +1 -1 il ' I conjunction with floor anc of p k ads. I• ;I ;� Uprite 11 oi Base Front 4 7 r % t; op. tli 4 4. ;ii 41 0, 6. If base fronts are to be used install with hooks in . bottom pocket of uprite. 4. Uprite % NI b• 1 b • v Shelf ' Floor • Protectors /Shims Base front 4 7. Install bottom shelf above base front with shelf tabs seated in uprite pockets. 8. Install the remainder of the shelves in the first section at the desired positions relocating as desired the two shelves installed previously. EACH SHELVES CORNER IMUSTEENGAGE THE U POC B KET EN THE C UPRITE. _ 6336 PERSHING DRIVE 01 -44 REV. T 775_ 47. �� OMAHA, NEBRASKA 68110 PCR 45715 10/26/01 (800) 228 -9882 PAGE 6 OF 11 0 2001 COZIER CORPORATION j I\ STAL_LATI O\ I\ STR U CTI O\ S S— SERIES STORAGE SHELVING NOTE: See page 3 for examples of X —Brace locations and restrictions regarding X —Brace installation. 9. Hook shelf tabs into packets in line with one of the center shelves of the starter section. Hook tabs at other end of shelf into pockets of free uprite. Install remainder of shelves at required position. Cross braces should be attached as instructed on Poge 3. WARNING! THE SHELVES MUST BE LEVEL. WARNING! TO STABILIZE THE FINISHED SYSTEM, A BOTTOM SHELF SHOULD BE INSTALLED WITHIN 6" OF THE FLOOR (UNLESS FLOOR ANCHORS ARE USED) AND A TOP SHELF WITHIN 12" OF THE TOP OF THE UPRITE IN EACH SECTION OF THE RUN. Ci 1 1 L ;1 4 1 : 1 1 4 4 1 C I p ' 1 ' 4 \ tt 1 ; I 4 I l\ 41 4� il 11 N � 4, e 4 I til 41 \ %1 ti 41 41 „I 4 4 I 4 4 1 l'� // 41 1 �� 4 1 4 41 lti 4I I k 4I , I 41 qi ti 11 , ti t 4 4 LEI 1 41 41 4 4I ill p 4I ``I it 11 t! '1 4 / `1 4 4I v 4 1 l' 4 I 4 1 4 I '1 V 6336 ( °J OMAHA, NEBRASKA DRIVE 01 —44 REV. T BRASKA 68110 PCR 45715 10/26/01 ©2001 COZIER CORPORATION (800) 228 -9882 PAGE 7 OF 11 INSTALLATION INSTRUCTIO \S 'N S- SERIES STORAGE SHELVING SOLID BACKS 10. Attach soild backs to the uprite using the hardware provided. a). Place the back against the rear of the shelving section. (NOTE: The bottom edge of the back will be approximately 1/2" above the floor. b). Fasten the back into the small holes in the uprite posts with the #8 r t s " lon 8' use the internal—external tooth lock washer. If "Back Extension" is to be used (up hardboard locks marked "Back Extension" and the hardware provided. c). Place the "H" splicer between the lower back and the Back Extension. d). Position the Back Extension so the arrow points up. e). Fasten with the #8 x 3/4" long screws and internal — external tooth lock washer. HEIGHT BOTTOM TOP ' 108" 72" 36" 'I #8 X 3/4 Screw 120 84" 36" Back Panel Toothed Washer 132" 96" 36,. 144" 72" 72" 168" 84" 84" / 180" 96" 84 192" 96" 96" IMPORTANT: INTERNAL — EXTERNAL TOOTH LOCK ` WASHERS MUST BE USED TO PROPERLY HOLD /:/ THE BACKS. Back Panel ; --,.- (Top) 4 1 \4. , i r, 1111" l /4 "H" Splicer SS1 151) ° \e #8 X 3/4 Screw & tl Extension Back Toothed Washer 1/2 6336 PERSHING DRIVE 01 -44 REV. T l0)��t OMAHA, NEBRASKA 68110 PCR 45715 10/26/01 (800) 228 -9882 PAGE 8 OF 11 ©2001 COZIER CORPORATION \STALLATION I \STRUCTIO \S S- SERIES STORAGE SHELVING BACK —TO —BACK RUNS 11. The sections in the back —to —bock runs must be fastened to one another. There are two ways to do this: (1) Install cross — braces on one run first and then screw the uprites of the second run to the first; (2) Install cross — braces at the some time that the back —to —back uprites are screwed together. (See illustrations of the methods) CAUTION: Method (2) Above requires a larger crew size to stabilize the parts. 12. Fasten the back —to —back runs together with #8 x 3/4" sheet metal screws. If method (1) above is used, hold an 1/8" to 3/16" thick, temporary shim between the uprite posts (except where the cross —brace screws are located) near where they are being fastened together. If method (2) above is used, the screw must go through one post, then the cross — brace, then the other back —to —back post, as shown. IMPORTANT: All back —to —back posts must have one screw within 18" of the top of the uprite, one within 18" of the bottom, and intermediate screws no more than 36" apart. Uprite U Post Uprite Uprite ' Brace Brace Post p� . ti . e F , t ____ 10 t o e y • n , , e .... 4 1: ° ' .e .. ; 0r P .. ' J / -' eB..4 , . e . e Temporary . e S him N p1 � Cross —Brac 'le Cross —Brace , V � , Installed i e • , i L . 1)-C1- Previously j e j e METHOD (1) METHOD (2) ( �� 6336 PERSHING DRIVE 01 —44 REV. T OMAHA, NEBRASKA 68110 PCR 45715 10/26/01 ©2001 COZIER CORPORATION (800) 228 -9882 PAGE 9 OF 1 1 \STAL-LATION INSTRUCTIONS S— SERIES STORAGE SHELVING the If closed uprcoon necto or sr fits throug9 h r both slots inebaback—to—back, ks bclosed use bock—to—back are connectors to fastens to the the uprites. The 3. wood panels that are part of the uprites. NOTE: Use one connector per slot or within 18��nof top ore and one wiapnrt18" of bottom of uprite. Add additional connectors so attachment points are no Solid Bock Nffi 1 : i31 1 I t R ,,,A I flt c ,� ., Back —to —back , 1 ' 1 11 Connector Il I ► 1 #8 X 5/8 SMS, (4) ., per Connector ti m n M Open or Closed Uprites Slot in Back 01 -44 REV. T 6336 PERSHING DRIVE PCR 45715 10/26/01 O �� OMAH( 88281 10 PAGE 10 OF 11 0 2001 COZIER CORPORATION \ STALL_ATI O \ I \ STR L CTI O f\ S S- SERIES STORAGE SHELVING FLOOR ANCHORS 14. Place the floor anchor under the uprite post. (Anchors cannot be used with Floor Protector /Shims.) Attach the anchor to the uprite post with the screw provided. (The floor anchor is designed to be used with commonly available anchor studs. Follow the installation instruction provided with the anchor studs or the recommendations of a structural engineer to satisfy building code requirements.) WARNING! FLOOR ANCHORS MUST BE USED WHEN: (1) THE UPRITES HEIGHT TO DEPTH RATIO EXCEEDS 6:1. (IF THE TWO SECTIONS ARE CONNECTED BACK — TO —BACK, USE THEIR COMBINED DEPTH TO CALCULATE THE HEIGHT TO DEPTH RATIO.) (2) THE BOTTOM SHELF IS NOT WITHIN 6" OF THE FLOOR. (3) ON ALL UPRITE POSTS AND SUPPORT POSTS THAT SUPPORT A 2ND LEVEL CATWALK SYSTEM. (4) LOCAL BUILDING CODES REQUIRE THEM. (5) SHELVING MUST BE ANCHORED TO THE FLOOR, TO A SUITABLE BUILDING WALL, OR OTHERWISE BRACED TO PREVENT OVERTURNING IN THE EVENT TALL OR HEAVY ITEMS ARE LEANED AGAINST THE SHELVING. 1 %Ow 0 Floor Anchor i±ZZ ?z 36 PERSHING DRIVE OMAHA, 01 -44 REV. T NEBRASKA 68110 PCR 45715 10/26/01 ©2001 COZIER CORPORATION ( 800) 228 - 9882 PAGE 11 OF 11 This drawing and its contents are the exclusive and confidential property of Loper Corporation and its ',,, s R IVET DETAIL 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 sh all not, without the prior written consent of Lozler, dlclose, 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. 2 6 1 5/32 I* ATTACK TO UPRITE WITI #8x5 /8SMS STRAP STRAP A REF A REF R RIVET STRAP 3/ i 6 DIA (2) rt5 I/2 RAD (2) PLS 3/4" 3/4" B REF \ ( REF H EAVY DUTY REGULAR DUTY 48 1 00 1,4 55X48I20110 45 50 553472RD 48 80 553472h0 45 78 114 553457211D 48 56 19/32 55X436RD 42 76 1!2 55xa 272hD 48 51 1/4 55X424RD 36 95 1/16 55X36120FID 45 48 3/4 55X4 2RD 36 73 7/16 55X372110 48 75 1/4 55X4572RD 30 72 112 55X30721 48 76 1/2 55X4272RD 24 707/32 55X27211D 45 51 5/5 55X4236RD 6 A PART 48 45 11/16 55X4224R0 NUMBER 36 73 7/16 55X372RD 36 46 7/5 55X336RD 16 G. GALVANIZED MATERIAL 36 40 I/4 55X324RD 24 35 13/32 55X236RD STEEL, COMMERCIAL QUALITY, 30 K5I MINIMUM YIELD STRENGTH, 1 2 1 3/5 55X 1 1 8RD AIM FOR 60 MAXIMUM HARDNESS ON ROCKWELL "B" SCALE. HOT DIP GALVANIZED PER ASTM A653, GRADE G30 OR BETTER. ES A NO THICKNESS: .060 MINIMUM. ©2000 COZIER CORP. CROSSBRACE DETAILS frei1•.tsS S- SERIES STORAGE SHELVING PEK5hING DR. CMA St1EET OF 1 NE 681 10 1-800-225-9852 "vine and its contents are the exclusive and confidential property of Lozier Corporation and its Uced companies. The drawing is provided only for the purposes Intended and shall at all time be kept .. onfidential 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. _ .720 MAX .650 MIN .243— — —.195 16 GA SHELF CHANNEL hot dip galvinized coil steel (grade G30 or better.) .75 11' Material to meet ASTM spec. A525 — Thickness: .062" min. 2.65 Ib /s ft. .031 RAD. 1 1 �' MIN. (2) PL5 hardness: RB60 Max. .625 ChANNEL 28 1/4 47 3/16 55430R 22 1/4 47 3/16 55424R 16 I/4 47 3/16 554I8R 14 1/4 473/16 554168 0 I/4 47 3/16 554I2 R PARTICLE BOARD 28 1/4 35 3/16 55330R 22 1/4 35 3/16 55324R 16 1/4 35 3/16 55318R 14 1/4 35 3/16 553168 10 1/4 35 3/16 553 12R 9 A PART NO. A REF ©2000 LOZIER CORP. REGULAR DUTY SHELF DETAILS AR jr. F S- SERIES STORAGE SHELVING 6336 PERShING DR. OMAhA, NE 65110 SKEET 1 OF 1-800-228-9882 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. 16 GA. GALVANIZED MATERIAL STEEL, COMMERCIAL QUALITY, 30 KS! MINIMUM YIELD STRENGTH, HOT DIP GALVANIZED PER ASTM A653, GRADE G30 OR BETTER. THICKNESS: .060 MINIMUM. B REF ---I 2•31:51.91 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2.2 .'S 02 2 2 2 2 2 2 2 2 2 2 21 2 2 2.31;91.91 2 2 2 22 2 2 2 2.201°2 21 POST A REF 2 2. .'.2 2 2 2 2 2 . 2 2 • 2 2 2 2 2 2.2!2.2 2 2 2 2 2 2 2 2 2.2:2.2 21 -- 2.2. 2� 2 �� 2 2 2 2 2-2--2 BRACE - C D BB TYP G— -- I /8 ±.020 Y I _ 5/8' I I R /8" I /8' I /4' � R ( 11 q I TYP I I I /2' 1 .500±.01 5 I (BETWEEN LANCES) I/8 1/8' O — in. �� 3l4' i i /4' I 111 SEE NOTE 2 I 4� I RO' — 518 TYP DETAIL D SECTION E3-E3 SECTION C -C NOMINAL SIZE MINUS 5/IC HORIZONTAL BRACE DETAIL A D .286 2.000 ±.005 I zso — I:0 --1 4.000 ±.005 4 19/32 I I 094 41 L 094 A \ 26i MS MATERIAL SPEC .38 R.203 18 GA. MAT 5/8 J L 1 GA STEEL SLIT COIL, ZINC - COATED (GALVANIZED), HOT DIP S ECTION A -A COMMERCIAL QUALITY, 30 K51 YIELD STRENGTH, MIN. ASTM A 653 G30 -G90 ©20 COZIER CORP. UP ASSEMB DETAIL fral s,M� S- SERIES STORAGE SHELVING PE RSIIING DR. 6,085,918 Si1EET OF 3 OMA US PATENT NO.6,085,91 OMAt1A, NE 681 10 1 -800-228-9682 ✓ and its contents are the excluswe and confidential property of Lozier Corporation and its ,.ced companies. The drawing is provided only for the purposes intended and shall at all times be kept .. onfidential by the customer or supplier, who shall not, without the prior written consent of Lozier, diclose, use or disseminate, m whole or m part, this drawing, its contents, or concepts, and shall promptly return the drawing upon request without retaining any copies thereof. 6 192 28 I/4 55U30192N 6 186 28 U4 SSU30I 86N 5 180 28 U4 55U30180N 5 174 28 I/4 55U30174N 5 168 28 U4 55U30 168N 5 162 28 I/4 55U30162N 3 66 22 1/4 55U24066N 5 156 28 I/4 55U30156N 3 GO 22 1/4 55U24060N 5 150 28 i/4 55U30150N 3 54 22 I/4 55U24054N 5 144 28 1/4 55U30144N 2 48 22 1/4 55U24048N 5 138 28 1/4 55U30138N 2 42 22 1/4 55U24042N 4 132 28 1/4 55U30132N 2 40 22 1/4 55U24040N 4 126 28 1/4 55U30126N 2 36 22 1/4 55U24036N 4 120 28 1/4 55U30120N 2 30 22 1/4 55U24030N 4 114 28 1/4 55U30114N 2 24 22 1/4 55U24024N 4 108 28 1/4 55U30108N 2 18 22 1/4 55U24018N 4 102 28 1/4 55U30102N I 12 22 I/4 55U24012N 3 96 28 1/4 55U30096N 6 192 16 1/4 55U 181 92N 3 90 28 1/4 55U30090N 6 186 16 1/4 55U 18156N 3 84 28 1/4 55U30084N 5 180 16 1/4 55U18180N 3 78 28 1/4 55U30075N 5 174 16 1/4 55U18174N 3 72 25 1/4 55U30072N 5 168 16 I/4 55U18168N 3 96 12 I/4 55U14096N 3 66 28 1/4 55U30066N 5 162 16 1/4 55U18162N 6 192 10 1/4 55U12192N 3 GO 28 1/4 55U30060N 5 156 16 1/4 55UI8156N 6 186 10 1/4 55U12186N 3 54 28 U4 55U30054N 5 150 16 U4 55U I S 150N 5 180 10 U4 55U 1 2 180N 2 48 28 I/4 55U30048N 5 144 16 1/4 55U 18144N 5 174 10 1/4 55U 12174N 2 42 28 1/4 55U30042N 5 138 16 1/4 55U 181 38N 5 168 10 1/4 55U 12 168N 2 40 28 1/4 55U30040N 4 132 16 1/4 55U18132N 5 162 10 1/4 55U12162N 2 36 28 1/4 55U30036N 4 126 16 1/4 55U18126N 5 156 10 1/4 55U12156N 2 30 28 1/4 55U30030N 4 120 16 1/4 55U18120N 5 150 10 1/4 55U12150N 2 24 28 1/4 55U30024N 4 114 16 1/4 551J151 14N 5 144 10 I/4 55U I2144N 2 18 28 U4 55U300 18N 4 108 16 U4 55U 18108N 5 138 10 U4 55U 1 2 138N 1 12 28 1/4 55U30012N 4 102 I6 1/4 55U18102N 4 132 10 I/4 55U12132N 6 192 22 1/4 55U24192N 3 96 16 1/4 55U18096N 4 126 10 1/4 55U12126N 6 186 22 I/4 55U24186N 3 90 16 1/4 55U 18090N 4 120 10 1/4 SSU 121 20N 5 180 22 1/4 55U24180N 3 84 16 1/4 55U18084N 4 114 10 1/4 55U12114N 5 174 22 1/4 55U24I74N 3 78 16 1/4 55U18075N 4 108 10 1/4 55U12108N 5 168 22 1/4 55U24168N 3 72 16 1/4 55U18072N 4 102 10 1/4 55U12102N 5 162 22 1/4 55U24 162N 3 66 16 I/4 55U 18066N 3 96 10 I/4 55U 12096N 5 156 22 I/4 55U241 56N 3 GO 16 I/4 55U 18060N 3 90 10 1/4 55U 1 2090N 5 150 22 1/4 55U24150N 3 54 16 I/4 55U18054N 3 84 10 I/4 55U12084N 5 144 22 I/4 55U24144N 2 48 16 I/4 55U18048N 3 78 10 I/4 55U12078N 5 138 22 1/4 55U24 138N 2 42 16 1/4 55U 18042N 3 72 10 1/4 55U 12072N 4 132 22 1/4 55U24132N 2 40 16 I/4 55U 18040N 3 66 10 i/4 55U 12066N 4 126 22 I/4 55U24126N 2 36 16 I/4 55U18036N 3 60 10 1/4 55U12060N 4 120 22 1/4 55U24120N 2 30 16 I/4 55U18030N 3 54 10 1/4 55U12054N 4 114 22 1/4 55U24114N 2 24 16 1/4 55U18024N 2 48 10 1/4 55U12048N 4 108 22 1/4 55U24108N 2 18 16 1/4 55U 18015N 2 - 42 10 I/4 55U 12042N 4 102 22 1/4 55U24102N 1 12 16 I/4 55U180I2N 2 40 10 1/4 55U12040N 3 96 22 1/4 55U2409GN 6 192 14 1/4 55U16192N 2 36 10 1/4 55U12036N 3 90 22 1/4 55U24090N 4 120 14 1/4 55U16120N 2 30 10 1/4 55U12030N 3 84 22 I/4 55U24084N 4 102 14 1/4 55U 16 102N 2 24 10 I/4 55U 1 2024N 3 78 22 1/4 55U24078N 3 96 14 1/4 55U 16096N 2 18 10 I/4 55U 1 201 8N 3 72 22 1/4 55U24072N 3 84 14 1/4 55U 16084N 1 12 10 i/4 55U 1 2012N BRACE PART QT B A NUMBER BRACE Q y B A NUMBER BRACE B A PART QTY NUMBER ©2000 LOZIER CORP. UPRITE ASSEMBLY DETAILS �-r S- SERIES STORAGE SHELVING 6336 PERSHING DR. OMAHA, NE 65110 US PATENT NO. 6,085,918 SHEET 2 OP 3 1-500-225-9552 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. BRACE LOCATIONS A ±.012/FOOT F • E D c 1 A B 9 909 9 °909 9 9 909 ° .909 9 9 90 909 9 9 9 909 °909 9 9 909 ° •909 9 9 9v9 99 9 o • v9 99 9 o •_ • 9 °9 °9 ^ 9 9 9°909 ° 9 9 9 9 °9c9 °9 9 9 9 °909 °9 9 9 9 °9a9 °9 9 9 9° 9 °9 9 BLANK 6' --1 .781• 3.937±.005 2000 ,187 TYP 1,250 656 .437' .313 , .3i3 _, TYP model TYP .3 13' REF 75 TYP I C3 ::1 CO 1 .37 I ` X ye. 9 3I .438 TYP O CHAMFER TYP 0.3 3 ±.005 . 1 10><.500 c f @ 6' 0/C / Q 6" do 0. 1 88 TIP _ .. 2.25 —O t R �� 1 � .030 P,.203 , 198 ±,003 Q 1.781' �� Lj Al ng . .596 TYP '- �� C3 x 1 0. 140 .688' Tel' AT 2.000' C ± ,005 TYE' EACH IANCE TYP TYP 1.000 — DETAIL A 2 — —.344 TYP _ _.2o3TYF POST DETAILS 3.000 _ _,172 TYP 4.000 -- 2.000 2.000 � — _,r 1/32 DETAIL B - -- - -- 56 120 84 45 102 _- - -- 78 42 84 1/16 150 114 78 42 150 72 42 78 ]]�� 144 114 78 42 150 GO 42 72 RI /eJ\ --- 135 108 78 42 144 - -- -- 60 36 66 --- 132 102 72 42 138 - -- 54 30 GO 45' - -- --- 126 90 54 132 --- --- 48 30 54 84 48 126 DETAIL C _ -- - __ _ - _ - -_ 42 48 - -- 120 - -- --- 114 78 42 120 --- 3G 42 108 72 42 108 42 I i4 --- --- --- --- 30 36 186 162 120 90 54 192 78 - -- - -- 24 30 48 150 - - -" 102 180 150 120 54 ___ _ -- - -- --- 18 24 --- 174 138 102 54 150 - -" --- 90 GO 30 102 -- - -- 90 54 90 --- - -- 12 15 --- 168 132 90 54 174 " -- - -- 12 --- 162 1 90 54 105 - -- - -- --- 84 48 90 - -- - -- - -_ C B A F E D C 8 A F E 0 C B A F E D ©2000 COZIER CORP fri ,•s ,E� S- SERIES STORAGE SHELVING PE RSHING DR. SHEET 3 OF 3 OMAHA, US PATENT NO. 6,085,918 OMAHA, NE 681 I 0 1 -800- 228 -9882 d its contents are the exclusive and confidential property of Lozier Corporation and its mpanies. The drawing is provided only for the purposes intended and shall at all times be kept teal by the customer or supplier, who shall not, without the prior written consent of Lozier, diclose, 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. MATERIAL: 12 GA. ASTM A526 COMMERCIAL QUALITY GALVANIZED SKEET OR 12 GA. 110T ROLLED COMMERCIAL QUALITY SKEET PICKLED AND OILED 1 9 /1 2I /4REF TYP © [ 3/4 TYP (2) PLS I /2 TYP-1 I 2 7/8 3 3/4 Includes #10 x 5/8" sheet metal screw to attach to storage shelving uprlte I 1 /4 TYP 3/ 1 R 1 /8 3/8 SQUARE 8 r 'I - 1 3/32 / 1 13/8 REF 3/4 L L 2 I /4 REF ©2000 LOZIER CORP. WIDE SPAN AND STORAGE SHELVING AS IF ir.E ANCHOR PLATE DETAILS 6336 PERShING DR. OMAI1A, NE 681 10 SKEET 1 OP 1-800-228-9882 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 of times bdikept confidential by the customer or supplier, who shall not, without the prior written consent 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. 96 I/8 96 I/2 W5596 I 94 1/5 94 1/2 W51394 92 1/8 92 1/2 W5992 54 1/5 54 1/2 WSB54 79 1/5 79 1/2 W5579 75 1/5 78 1/2 W5578 77 1/8 77 1/2 W5577 74 1/5 74 1/2 W5574 1 — 3/4 I --{ 72 1/8 72 1/2 W5572 I I I l I 1 70 1/5 70 1/2 W5B70 — i 1 —� 65 1/5 65 1/2 W51365 5/8 I I /2 66 1/8 66 1/2 W5566 11J 64 1/5 64 1/2 W51364 2 60 1/8 60 1/2 W5560 � 3/8 = ` —J 59 1/8 59 1/2 W5559 3 I /L} 56 1/5 56 1/2 W5556 54 1/8 54 1/2 W5554 3/8 I /2 48 1/5 45 1/2 w5548 — O 44 1/8 44 1/2 W5544 42 1/8 42 1/2 W5542 ll 11-1 �� 41 1/5 41 1/2 W5541 34 1/5 34 1/2 W5534 HOOK DETAIL 28 1/8 28 I/2 W51328 SECTION A - 12 GA. 110T ROLLED STEEL 22 I /8 22 I /2 WSB22 I1SLA GRADE 50 PER ASTM SPECIFICATION A7 1 5 PART 16 GA. 110T ROLLED STEEL 50,000 P51 MINIMUM YIELD 5TRENGTh B A NO AS A607 GRAS, CLASS 2, OR SAE J 1 392 045X 45,000 P51 MIN YIELD c r A 1 � TYP BOTH ENDS 16 GA BEAM FULL LENGTH I I 1111 I 12 GA. HOOK A iliallilli WIRE WELD ♦ I ALTERNATE WELDMENT OPTION I I . I �' TYP BOTh ENDS I r A 1 B BEAM LENGTH O C 2000 LOZIEK CORP S TANDARD DUTY BEAM Z le WIDESPAN BEAM DETAILS ING DR. �n r, SKEET OF OMA P N SU 1 (R OMAhA, NE 681 10 I -800- 228 -9882 .id its contents are the exclusive and confidential property of Lozier Corporation and its .,mpanIes. The drawing is provided only for the purposes intended and shall at all times be kept .,ntial by the customer or supplier, who shall not, without the prior written consent of Lozier, diclose, .; or disseminate, in whole or in part, this drawing, its contents, or concepts, and shall promptly return ' tie drawing upon request without retaining any copies thereof. 1/8 •5/8 TYP (6) PLS MIN LENGTH T A +_ 1/16 T • If M - • I/8 I TYP (8) PLS - - - - -- MIN LENGTH E t l /16 DETAIL A 1-- A ± 1 / 1 6 —I — - - - - --- 5 33/64 t l / G n A ±I /16 -1 E .-±1/16 B REF D ±3/16 ___ 5 I/2 =1/1G — �— 5 1/2 ±1,16 — BREF BREF D3 /I s. D �3 /I E t l/16 E ± I/16 I , 5 I/2 ±1/I, 5 I/2 t I/I 5 I/2 I/I A 1 - - - - -- C ±3/16 I C ±3/16 C ±3/16 1-_ _ 1 THIS WELDMENT 15 FOR Th15 WELDMENT 15 FOR ThIS WELDMENT 15 UPRITES TO 8'h. UPRITES 911 ThROUGh 12'11. FOR URITE5 ABOVE 12' ©2000 COZIER CORP. WELDMENT DETAILS i fr A t a12 WIDESPAN UPRITE 6 336 PERSHING DR. SKEET OF 4 OMAHA, NE 681 1 0 I -800- 228 -5882 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. 1 - 36 6 42 32 1/8 W5U30042 --- 54 6 66 38 1/8 W5U36066 ---. 36 6 42 26 1/8 W5U24042 --- 54 6 66 26 1/8 W5U24066 36 6 42 20 1/8 W5U 18042 60 6 66 17 1/8 W5U 1 5066 --- 36 6 42 10 1/8 W5U08042 54 6 66 14 1/8 W5U12066 --- 34 6 40 50 1/8 W5U48040 -'" 54 6 60 60 1/8 W5U55060 --- 32 6 38 32 1/8 W5U30038 - "" 54 6 60 50 1/5 W5U48060 - -- 54 6 60 44 1/8 W5U42060 - -- 30 6 36 60 1/8 W5U58036 54 6 60 38 1/8 W5U36060 -- 30 6 36 50 1/8 W5U48036 54 6 60 32 1/8 W5U30060 30 G 36 44 1/8 W5U42036 - -_ 54 6 60 26 1/8 W51.124060 --- 30 6 36 38 1 /5 W5U36036 54 6 60 24 1/8 W5U22060 --- 30 6 36 32 1/8 W5U30036 - -- 54 6 GO 22 1/8 W5U20060 - -- 30 6 36 26 1/8 W5U24036 --- 54 6 GO 20 1/8 W5U 1 8060 --- 30 6 36 20 1/8 W5U 1 8036 "-_ 54 G. 60 17 1/8 W5U 1 5060 -- 30 6 36 17 1/8 WSU 1 5036 --' 54 6 60 14 1/8 W5U 1 2060 --- 26 6 32 1 4 1/8 W5U 12032 --- 48 6 54 50 1 /8 W5U48054 - -- 24 6 30 50 1/8 W5U48030 48 6 54 44 1/8 W5U42054 48 6 54 38 1/8 W5U36054 - -- 24 6 30 44 1/8 W5U42030 - -- 48 6 54 32 1/8 W5U30054 24 6 30 38 1/8 W5U36030 ___ 48 6 54 26 1/8 W5U24054 24 6 30 32 1/8 W5U30030 ___ 42 6 48 50 1/8 W5U48048 - -_ 24 6 30 26 1/8 W5U24030 ___ 42 6 45 44 1/8 W5U42048 - -- 24 6 30 20 1/8 W5U 18030 - "" 42 6 48 38 1/8 W5U36048 22 6 28 50 1/5 W5U48028 - -- 42 G 48 36 1/8 W5U34048 --- 18 6 24 50 1/8 W5U48024 --- 42 6 48 35 1/8 W5U33048 ___ 18 6 24 44 1/8 W5U42024 ___ 42 6 48 32 1/8 W5U30048 - 18 6 24 38 1/8 W5U36024 - -- 42 6 48 26 1/5 W5U24048 18 6 24 32 1/8 WSU30024 _ -- 42 6 48 22 1/8 W5U20048 --- 18 6 24 30 1/8 W5U28024 - 42 6 45 20 1/8 W5U18048 - -- 42 6 48 18 1/8 WSU 1 6048 18 6 24 26 1/8 W5U24024 42 6 48 17 1/5 W5U 1 5048 --- 15 6 24 23 1/8 W5U21024 - 42 6 48 14 1/8 W5U12048 --- 18 6 P4 20 1/8 W5U 1 8024 - -- 36 6 42 50 1/8 W5U48042 - -- 18 6 24 17 1/8 W5U 1 5024 - -- 36 6 42 44 1/8 W5U42042 --- 12 6 1 8 20 1 /8 W5U 1 801 8 - -- 36 6 42 38 1/8 W5U36042 B PART BB PART E D C f1EIIGHT A NUMBER E D C HEI HT A NUMBER ©2000 LOZIER CORP. Ac t g ,�M� WIDESPAN UPRITE 6336 PER511 ING DR. Sf1EET 2 OF 4 OMAhA, NE 65110 1-800-225-9852 and its contents are the exclusive and confidential property of Lozier Corporation and its companies. The drawing is provided only for the purposes intended and shall at all times be kept ,dential 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. 46 U2 168 12 150 50 U5 W5U48 180 42 1/2 150 G 156 54 1/8 W5U52156 75 12 96 32 I/8 W5U30096 54 1/2 132 12 144 GO 1/8 W5U58144 54 U2 132 12 144 50 U8 W5U48144 78 12 96 26 1/8 W5U24096 78 I2 96 20 I/8 WSUi8096 54 1/2 132 12 144 46 1/8 W5U44144 78 12 96 17 I!8 WSU 1 5096 54 /2 132 12 144 44 I/8 W5U42 144 78 12 96 14 I/8 WSU 1 2096 54 1/2 132 12 144 38 1/8 W5U36144 "_ 78 12 90 50 1/8 W5U48090 54 I/2 132 12 144 32 1/8 W5U30144 "' 78 12 90 44 I/8 W5U42090 54 1/2 132 12 144 30 1/8 W5U28144 - 78 12 90 38 I/8 W5U36090 54 1/2 132 12 144 26 1/5 W5U24144 "__ 72 12 84 GO I/5 WSU58084 48 I/2 114 6 126 20 I/8 WSU 18126 - 72 12 84 50 1!8 W5U48084 42 1/2 108 12 120 GO 1!8 W5U58120 - 72 12 84 46 1/5 W5U44084 42 1/2 108 12 120 50 1/5 W5U48120 - 72 12 84 44 1/8 W5U42084 42 1/2 108 12 120 44 1/5 W5U42120 - 72 12 84 38 1/8 W5U36084 42 U2 108 12 120 38 U8 W5U36 120 72 12 84 32 U5 W5U30054 42 U2 108 12 120 32 U8 W5U30120 72 12 84 26 1/8 W5U24084 42 1/2 108 12 120 30 1/8 W5U28120 72 12 84 20 1/5 W5U18084 42 1!2 108 12 120 26 I/8 W5U24120 - 72 12 54 18 1/8 WSU 16084 42 1/2 108 12 120 20 1/8 WSU 181 20 - 72 12 84 17 U8 WSU 1 5084 42 U2 108 1 2 120 14 U5 WSU 12 120 72 12 84 14 1/8 W5U 1 2084 42 1/2 102 6 114 32 I/8 W5U301 14 66 1/4 12 78 I/4 38 1/8 W5U36078.25 42 I!2 102 G 108 54 1/8 W5U52108 66 1/4 12 78 I/4 32 I/8 W5U30078.25 42 1/2 102 6 108 50 I/8 W5U48108 66 1/4 12 75 1/4 26 I/5 W5U24078.25 42 1/2 102 6 108 44 I/8 W5U42108 "' 66 12 78 GO I/8 W5U58078 42 1/2 102 6 108 38 I/8 W5U36108 __ 66 12 78 38 1/8 W5U36078 42 1/2 102 6 108 32 1/8 W5U30105 66 12 78 32 1/8 W5U30078 GO 12 72 50 I/8 W5U48072 42 1/2 102 6 108 30 1/5 W5U28108 GO 12 72 46 I/8 W5U44072 42 1/2 102 6 108 27 1/8 W5U25108 GO 12 72 44 I/8 W5U42072 42 1/2 102 6 108 26 1/8 W5U24108 GO 12 72 38 I/8 WSU36072 42 1/2 102 6 108 20 I/8 W5U18108 - GO 12 72 32 1/5 WSU30072 42 U2 102 G 108 17 U8 W5U 15 108 - GO 12 72 26 1!8 W5U24072 39 1!2 96 6 102 26 1/8 W5U24102 _'" GO 12 72 22 I/5 WSU20072 --- 78 12 96 GO I/5 W5U58096 - GO 12 72 20 1/8 W5U 1 8072 "-- 78 12 96 50 U8 W5U48096 - GO 12 72 17 I/8 WSU 1 5072 78 12 96 44 1/8 W5U42096 - " GO 12 72 14 1/8 W5U 1 2072 - -" 78 12 96 38 I/8 WSU36096 B PART b PART E D C NOM A E D C O NUMBER r1 IGI1T • ry Ery T A NUMBER • ©2000 LOZIER CORP. 1/1.41 t . L A� WIDESPAN UPRITE 6336 PERShING DR. OMAhA, NE 681 10 SKEET 3 OF 4 I -800- 228 -9882 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. t l 132 .150 REF ---- -- -'-.I50REF 1.800 MAX l - ( AT . 150 OFFSET) L3 1 i1- 4 HORIZ. AND DIAG. BRACE MATERIAL SPECIFICATIONS: 11_ 3 1 /64 TYP 1. 3/4 X 1 11/32 X 20 GA. WALL 1 11 1 f STEEL TUBING. I-•-1.625 L. - 2.000 -- 14 GA. POST MATERIAL SPECIFICATION 375 -- TYP SPECIFICATIONS 110T ROLLED -- 1.000 TYP ASTM A570 GR 45 OR EQUIVALENT. THICKNESS: .0720 MINIMUM. L 344 TYP 1 L.- r L . 3 12 TYP - FRONT OF POST - .562TYP i.750±.015 - 6.000 TYP ❑ _ ❑ - - ❑ ❑ ❑ .344 TYP- SIDE OF POST 2.000 - - - -- .344 TYP TYP ©2000 LOZIER CORP. A irid 1.i WIDESPAN UPRITE 6336 PERSHING DR. SHEET 4 OF 4 OMAHA, NE 68 I I O 1 -800- 228 -9882 \STAL_L_ATION I \STRUCTIO \S WIDE SPAN SHELVING 0 0 1111 i N HD O i a 11��►y O S ee Reinfopge 2 for ( ced Uprite h �' t ( i t Ii 1 9fie I ' ' 1 0 \/ ( 13 j © O !�, ITEM PART NUMBER DESCRIPTION o i © 1 WSU Uprite Frame 2 WSB Beam 3 WSSS Shelf Support 4 WSPB 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 NOTE: WIDE SPAN BEAMS ARE IDENTIFIED 14 WS1231 Back to Back Connector BY A IWSI STAMPED INTO THE 15 WSU RE Reinforced Uprite Frome RIGHT END OF EACH BEAM. 16 WS1321 Top Cop 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. �� /�� O MAHA, NEBRASKA D 68110 01-60 REV. PCR 39954 1 ©1998 COZIER CORPORATION (800) 228 -9882 PAGE 1 OF 12 I \STAL_L_ATION INSTRUCTIONS WIDE SPAN SHELVING h7 .0 0 0 NOTE 1: Wide Span Uprite Frames are available in standard duty for normal use or 0 reinforced for use with hand stackers. ' 0 (See User Instructions on page 9 for • 0 ca pacities.) •0 • b Reinforced Uprite Frames (Item 15) have • 0 a channel shaped reinforcement member • 6 in the lower portion of each post. `0 • b Standard Duty Uprite Frames (Item 1) ► • 0 DO NOT have the reinforcement member. • 0 1 li •0 '• b • 0 '•8 48" / It � • . b It I, 0 • . . 0 ' 0 Reinforced Uprite Frame (Item 15) NOTE 2: Either of two beam types may be used with the N i, / � Wide Span System (See User Instructions on page 9 and page 10 for capacities). Standard Duty Beam (Item 2) The Standard Duty Beam (Item 2) is 3 1/4" high. The Heavy Duty Beam (Item 5) is 4 3/4" high. � � , � 0 Heavy Duty Beam (Item 5) 6336 PERSHING DRIVE 01 -60 REV. M ( ° )ZF� , c 5 _ OMAHA, NEBRASKA 68110 PCR 39954 10/13/98 (800) 228 -9882 PAGE 2 OF 12 ©1998 COZIER CORPORATION \STALLATIO\ I \STRUCTIO \S 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. I r I I CORRECT INCORRECT TILT BACK STEP I: Tilt top of beam and insert lower hooks into slots. 1 `START LOWER HOOK INTO SLOT STEP 2: Rotate top of beam forward so top hooks are inserted Ir . ROTATE FORWARD into slots. BOTH HOOKS INTO SLOTS SEAT HOOKS STEP 3: Seat the hooks downward into the slots. _� INTO SLOTS PERSHING ( ° J ��g OM HA, NEBRASKA DRIVE 6 10 PCR 01-60 39954 REV. 1^0/13/98 © 1998 COZIER CORPORATION (800) 228 -9882 PAGE 3 OF 12 NSTALLATIO\ INSTRUCTIONS WIDE SPAN SHELVING NOTE 3: Two styles of Shelf Supports may be used depending upon beam type: 2 17/32 Standard Duty Shelf Supports (Item 3) are 2- 17/32" high and "n" shaped. These are used with Standard Duty Beams. ---I 1 13/16" I-- Standard Duty Shelf Support (Item 3) Heavy Duty Shelf Supports (Item 6) are 4" high /1 and "A" shaped. / These are used with Heavy Duty Beams. 4" 1-2 3/4" ---I Heavy Duty Shelf Support (Item 6) HD NOTE 4: Either of two Shelf types may be used: Standard Duty Shelves (Item 4) are made of 5/8" thick particle board are unmarked. Heavy Duty Shelves (Item 7) are 5/8" thick, high— strength particle board and are identified by an HD marking on the shelf surface. ( C2 ). fZc r 0 AHA6 NEBRA SK DRIVE 01-60 1^0/13/98 (800) 228 -9882 PAGE 4 OF 12 ©1998 COZIER CORPORATION \STALLATION I \ SIR UCTIONS WIDE SPAN SHELVING . ASSEMBLY OF BASIC UNIT NOTE: To provide for beams height adjustments, allow a 2" gap between wall and face of uprite (See Detail 8) or between faces of both uprites in back —to —back applications or use back —to —back connectors (Item 14) (See Detail C). WALL 2 EJL ' UPRITE I L UPRITE UPRITE DETAIL B DETAIL C Top View of Uprite Frames 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. BOTH ENDS OF BEAM MUST BE INSERTED INTO UPRITE SLOTS AT SAME TIME. (See Detail D) c. Install opposite side beam, following some procedure as outlined above. d. Install remaining beams at desired levels on uprite assemblies. 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 INSTRUCITONS ON PAGES 9 AND 10. NIB I lag TOP CAP tar 1 1 UPRITE HOOK UPRITE HOOK CORRECT DETAIL D INCORRECT (Top View of Uprite Post and Left End of Beams) 41 NOTE: Be sure that: — Hooks on all beams are properly seated and are square with uprites. ® ® BEAM (See Detail E) —All beams are installed parallel with the floor. UPRITE — 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 DETAIL E Beam Hook and reinsert Top Cap (See Detail E). I I �� OMAHA, NEBRASKA D 681 01-60 39954 REV. MO/13/98 ®1998 COZIER CORPORATION (800) 228 -9882 PAGE 5 OF 12 INSTALLATION INSTRUCTIO \S 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 3 Shelf Supports 't . t• I 1-- I � X CL X 1� X Beam Length X I-- Beam Length 48: X =12" 48: X =8" 60: X =12" 60: X =8" 72: X =18" DETAIL F 72: X =12" 96: X =24" (View From Top) 96: X =12" 4 Shelf Supports 5 Shelf Supports 1 y---y--y --Y Y Y Y-- t t. I t. Beam Length __I X 1___ __I X I___ B Length X 1-- --I X I-- Bea g 48: X=6";Y=12" 48: X _ 6 ";Y = 9" i 60: X= 6 ";Y =12" 60: X= 6 ";Y =12" 72: X= 6 ";Y =20" 72: X= 6 ";Y =15" 96: X= 6 ";Y =24" 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) 141111k . -11. ifli tirk SHELF SUPPORT (ITEM 3 OR 6) SHELF SUPPORT (ITEM 3 OR 6) DETAIL G DETAIL H 6336 PERSHING C) 1�� OM HA, NEBRASKA DRIVE 6811 10 PCR 01-60 339954 � 1 (800) 228_9882 PAGE 6 OF 12 ©1998 COZIER CORPORATION N STAL_L_ATIO\ I NSTRUCTIO \S 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 Toad needs to be spread over a larger area. 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 0 HEX NUT O UPRITE (ITEM 9) 5/16 " -18 X 2 1/2" FLOOR ANCHOR ( ® 0 CARRIAGE BOLT (ITEM 12) a. CONCRETE ANCHOR DETAIL I `4, 3. FLOOR PROTECTOR /SHIMS Floor protector /shims are used to protect floors when required and /or to aid in leveling the system when required (by stacking the shims). 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. UPRITE POST FLOOR PROTECTOR /SHIM (ITEM 10) < DETAIL J ( Cl �� OMAHA, NEBRASKA DRIVE 10 PCR 01-60 39954 REV. 10/13/98 © 1998 LOZIER CORPORATION (800) 228 -9882 PAGE 7 OF 12 \STALLATION I NSTRUCTIO \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. 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 II lii UPPER UPRITE POST CLAMP I CONNECTOR CHANNEL NUT ; ` ' CONNECTOR CHANNEL I CLAMP (HOLE NOT USED) �j' UNUSED HOLE AT BOTTOM DETAIL K BOTTOM UPRITE POST DETAIL L l 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 Cops. c O BACK —TO —BACK CONNECTOR o O o o Q o v 0 0 0` • 1 o Q ° c tl u o -4- o ° 0 ° 0 0 o DETAIL M DETAIL N ( ° 1�� OMAHA6 NEBRASKA DRIVE 68110 01-60 1^0/13/98 © 1998 COZIER CORPORATION (800) 228 -9882 PAGE 8 OF 12 INSTALLATION INSTRUCTIONS WIDE SPAN SHELVING .i. BEAM LOCKING CLIPS Beam locking clips are required for all heavy duty beams when hand stackers are used for loading the shelves. They are also required for tire racks. Can be used on any beam to avoid unintentional dislodging of the beam. a. Insert clip into portion of one slot above a hook on the beam connector per Detail 0. Always use in position shown to make clip easier to remove later (if desired). On beams installed at the uppermost position of the rack, clip can be inserted in the middle slot. TAPER Al 1*---, 41111D \__I ® Clip Slot ® 0 Position clip so toper of clip legs matches toper of slot in post. 0 1 , 1 p 1 BEAM LOCK CLIP (ITEM 11) g t6.I, U DETAIL 0 ® U 7. TIRE 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 CLIPS MUST BE USED ON ALL TIRE RACK BEAMS TO RESTRAIN BEAMS FROM BECOMING DISLOGDED. ( ° �� OMAHA, NEBRASKA D 6 10 PCR 01-60 39954 10/13/98 © 1998 LOZIER CORPORATION (800) 228 -9882 PAGE 9 OF 12 INSTALLATION INSTRUCTION S WIDE SPAN SHELVING , POST IN CONSPICUOUS PLACE ( WARNING: 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. — Requires beams at lowest slots in uprites or all posts anchored. 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 underlayment particle board shelf (WSPB). • Frame Beam Available capacity on WSPB shelf Depth Length using number of shelf supports indicated (in lbs.) 2 3 4 5 18" — 42" 48" 1,000 2,000 - 60" 2,000 2,500 - 72" 2,000 96" 1,600 48" 48" 1,200 1,800 2,400 3,000 60" 1,200 1,800 2,400 72" 1,200 1,800 2,000 - 96 .. 1,200 1,600 - NOTE: The capacity of the 48" long shelf 18" through 42" deep can be raised to 3,000 pounds if 3/4" plywood is substituted for the 5/8" underlayment particle board. 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 No. of Shelf Supports (Std. Duty) Req. Per Pair of Beams 48" 3,000 lbs. 1 3 1/4" 60" 2,500 lbs. 1 72" 2,000 lbs. 3 96" 1,600 lbs. 3 nn Standard Duty Beam ` /�� OMAHA, NEBRASKA D618E10 01-60 10/13/98 ©1998 COZIER CORPORATION (800) 228 -9882 PAGE 10 OF 12 INSTALLATION INSTRUCTIONS WIDE SPAN SHELVING 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. Q °� `; 1 p 1 :0 I� 4 3/4" r V /'� 41 , : Heavy Duty Beam WARNING: HAND STACKERS (WALKER STACKERS) ONLY ARE ALLOWABLE. RIDER LIFT TRUCKS OF ANY TYPE ARE NOT ALLOWABLE. — 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. .vim. m;, u11 II ; I I 1. 1 i .i� Ji W6 ti . 3 . 5 C 1 It ; : i FF . i) Hand Stacker Forklift Truck 1 F�� 6336 PERSHING DRIVE 01 -60 REV. M OMAHA, NEBRASKA 68110 PCR 39954 10/13/98 ©1998 COZIER CORPORATION (800) 228 -9882 PAGE 11 OF 12 NSTALLATION INSTRUCTIONS 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. If any portion of the rack or any component becomes damaged, the rack must be unloaded and the damaged portion replaced immediately. 6. If any shelf support or beam becomes partially or completely dislodged, it must be corrected immediately. 7. Do not use the installed Wide Span Rack as a ladder, walkway, or work platform. 8. 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. 9. 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). 633 PERSHING l 7 OM HA6 NEBRASKA DRIVE 68110 3 PCR 1-60 9954 EV M 0/13/98 (800) 228 -9882 PAGE 12 OF 12 ©1998 COZIER CORPORATION Routing List Owner (MY, PT) Contractor Architect/Consultant (ESA, SG) Other (City, File, Plan Room) PROPOSAL REQUEST NO. 1 DATE: January 24, 2011 TO: GM Northrup 15950 Franklin Trail SE Prior Lake, MN 55372 PROJECT: O'Reilly Auto Parts Store 4995 160 St SE Prior Lake, MN Please submit an itemized quotation for changes in the Contract Sum and /or Time incidental to proposed modifications to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER, NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. Description: (written description of the Work) Changes due to field issues. Drawings Sheet Al 1. Reference Restroom Plan: Modify as shown on attached Sheet Ala: Walls and plumbing updated to work around existing structural wall at new restroom 103 location. Sheet P1 (Smith -Goth Engineers, Inc.) 1. Reference Enlarged Supply Piping Plan and Plumbing Plan: Modify as shown on attached Sheet Pia: Walls and plumbing updated to work around existing structural wall at new restroom 103 location. Sheet P2 (Smith -Goth Engineers, Inc.) 1. Reference Water Heater Piping Diagram and Waste & Vent Piping Riser Diagram: Modify as shown on attached Sheet P2a: Walls and plumbing updated to work around existing structural wall at new restroom 103 location. Sheet M1 (Smith -Goth Engineers, Inc.) 1. Reference HVAC Plan: Modify as shown on attached Sheet M1a: Walls and plumbing updated to work around existing structural wall at new restroom 103 location. Sheet El (Smith -Goth Engineers, Inc.) 1. Reference Lighting Plan: Modify as shown on attached Sheet El a: Walls and plumbing updated to work around existing structural wall at new restroom 103 location. Sheet E2 (Smith -Goth Engineers, Inc.) 1. Reference Power Plan: Modify as shown on attached Sheet E2a: Walls and plumbing updated to work around existing structural wall at new restroom 103 location. Attachments 1. Sheet Ala, P1 a, P2a, M1 a, El and E2a dated 1 -18 -11 612 North Broadway /0- (1 23 _ , iSaaa Jordan, MN 5535: P hone: 952 - 492 -3399 Fax: 952- 492 -3392 RESIDENTIAL AND COMMERCIAL. PLUMBING • HEATING • AIR CONDITIONING • SALES & SERVICE • GEOTHERMAL • HEAT PUMPS AIR TEST & BALANCE REPORT JOB NAME O'Reilly Auto Parts Prior Lake JOB # ADDRESS 4995 160th Street S.E. DATE 2/17/2011 CITY Prior Lake STATE MN, 55372 UNIT TYPE RTU-1 SIZE 4 -TON UNIT TAG # R — U -1 MAKE Carrler RATED CFM 1600 I LOCATION DIFFUSER TYPE SIZE DESIGN CFM' ACTUAL CFM VARIANCE' PERCENT' Interior 1 Lay -fn 24x24 400 411 1 11 103% Interior 2 Lay -In 24x24 400 403 3 101% Interior 3 Lay -In 24x24 400 397 -3 I 99% Interior 4 Lay -!n 24x24 400 389 -11 97% TOTALS 160 1 600 I 0 1 I 100% I UNIT TYPE RTU -2 SIZE 4 -TON UNIT TAG # RTU -2 MAKE Carrler RATED CFM 1600 i LOCATION ...•. s ATION DIF FUSER TYPE SIZE DESIGN CRM ACTUAL CFM V'ARIANC= PERCENT Interior 1 Lay -In 24x24 400 402 -5 101% Interior 2 La -In 24x24 400 405 2 101% Interior 3 La -In 24x24 400 399 -6 100% Interior 4 Lay -In 24x24 400 380 -3 95% TOTALS 1600 I 1585 -12 99% UNIT TYPE GMU -1 SIZE 5 -TON UNIT TAG # GMU -1 MAKE Lennox RATED CFM 2000 I LOCATION DIFFUSER TYPE SIZE DESIGN CFM ACTUAL CFM VARIANCE" PERCENT' Interior 1 Sidewall 12x12 _ 400 _� 403 31 101% Interior 2 Sidewall 12x12 250 231 -19 92% Interior 3 Sidewall 12x12 _ _ 150 156 6' 104% lntrerior 4 Sidewall 12x12 150 149 -1 I 99% Interior 5 Sidewall " 12x12 _ 150 159 91 108% Interior 6 Sidewall 12x12 150 140 -19 93% Interior 7 Sidewall 12x12 150 160 10 107% interior 8 Flush - 12x12 275 289 14 105% Interior _, 9 Flush 12x12 150 141 -9 94% Interior 10 Flush 8x8 85 90 5 108% Interior 11 Flush 8x8 . 85 81 -4 i 95% TOTALS 1 1995 1 1999 ' 4 100% d )Hd : XVJ :IKOU lqd 6E: l QOM l l OZ- H-SHd UNIT TYPE FURN -1 SIZE 5 -TON UNIT TAG # FURN -1 MAKE Carrier RATED CFM 2000 l LOCATION DIFFUSER TYPE SIZE DESIGN CFM ACTUAL CFM VARIANCE' PERCENT interior 1 SIdewall 12x12 260 251 -9 97% Interior 2 Sidewall 12x12 260 266 6 102% Interior 3 Sidewall 12x12 280 261 1 100% Interior 4 Sidewall 12x12 260 249 -11 98% Interior 5 Sidewall 12x12 280 269 9 103% interlor 6 Sidewall 12x12 260 258 -c. 99% Interior 7 Sidewall 12x12 400 410 1 103% TOTALS ( 1960 1964 1 4 1 100% I UNIT TYPE EF -1 SIZE 250 -CFM UNIT TAG # ' F -1 MAKE Cook RATED CFM 250 LOCATION DIFFUSER TYPE , SIZE DESIGN CFM ACTUAL CFM ARIANCE PERCENT Restroorn 1 Flush 12x12 115 117 2 102% Restroom 2 Flush 12x12 115 121 6 105% TOTALS 1 230 I 238 8 I 103% E HTid :Xvd :WOld Wd 6E :Zl CHM LtiOZ -H-Sid PRIOR LAKE BUILDING AND INSPECTION C ON INSPECTION R SITE ADDRESS NATURE OF WORK Cr, ` Rlr;i_t � ri= � )NI is �-� USE OF BUILDING 1 /c 4- PERMIT NO. to- ii2.3 DATE ISSUED i2 � (o (Icy CONTRACTOR & t`'(. o - ti4(2. F aR.p._ PHONE952 ? jo NOTE: THIS IS NOT A PERMIT FOR ANY OF THE INSPECTIONS BELOW THE PERMIT IS BY SEPARATE DOCUMENT INSPECTOR DATE Imo' 1 1 (Prior to Backfill) PLACE NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED ROUGH - INS FRAMING t°•w wAL.,jldu ELECTRICAL PLUMBING / /, HEATING (if required) 1 ,$R TEST COVER NO WORK UNTIL ABOVE HAS BEEN SIGNED I � FINALS f °'Irrll, BUILDING ' ► Ir '' /I. 5% /1 ELECTRICAL PLUMBING 7l',g 21 HEATING f / DO NOT OCCUPY UNTIL ABOVE HAS BEEN SIGNED NOTICE This card must be posted near an electrical service cabinet prior to rough -in inspections and maintained until all inspections have been approved. On buildings and additions where no service cabinet is available, card shall be placed near main entrance. FOR ALL INSPECTIONS (952) 447 -9850 Routing List Owner (MY, PT) Contractor Architect/Consultant (ESA, SG) Other (City, File, Plan Room ) PROPOSAL REQUEST NO , 1 DATE: January 24 , 2011 TO : GM Northrup 15950 Franklin Trail SE Prior Lake , MN 55372 PROJECT: O' Reilly Ah to Parts Store 4995 160 St SE Prior Lake , MN Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifications to the Contract Documents described herein . THIS IS NOT A CHANGE ORDER , NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN . Description : (written description of the Work) Changes due to field issues. Drawings Sheet Al 1 . Reference Restroom Plan : Modify as shown on attached Sheet Ala : Walls and plumbing updated to work around existing structural wall at new restroom 103 location . Sheet P1 (Smith-Goth Engineers , Inc. ) 1 . Reference Enlarged Supply Piping Plan and Plumbing Plan : Modify as shown on attached Sheet P1a : Walls and plumbing updated to work around existing structural wall at new restroom 103 location . Sheet P2 (Smith-Goth Engineers , Inc. ) 1 . Reference Water Heater Piping Diagram and Waste & Vent Piping Riser Diagram : Modify as shown on attached Sheet P2a : Walls and plumbing updated to work around existing structural wall at new restroom 103 location . Sheet M1 (Smith-Goth Engineers , Inc. ) 1 , Reference HVAC Plan : Modify as shown on attached Sheet M1a : Walls and plumbing updated to work around existing structural wall at new restroom 103 location . Sheet E1 ( Smith-Goth Engineers , Inc. ) 1 . Reference Lighting Plan : Modify as shown on attached Sheet Ela : Walls and plumbing updated to work around existing structural wall at new restroom 103 location . Sheet E2 (Smith -Goth Engineers , Inc. ) 1 . Reference Power Plan : Modify as shown on attached Sheet E2a : Walls and plumbing updated to work around existing structural wall at new restroom 103 location . Attachments 1 . Sheet Ala , P1a, P2a , M1a , Ela and E2a dated 1 - 18- 11 C F C .. B L B C moray i A Now t� d j B K E G F "l" L A B 0 I DGCq 1.0 _ E CLR R6 oT Z_ w w ^- �� -� 1Fi a F d G ( _ H R2 _ �_ ,.� r��i Rg 98° R3 Net rn _ cv 0 r CLO M 00 R2 — "eL' i 3'-0" CALL EXPOSED PIPING TO BE V i LHigh Law 1 ', _6" R3 – ' CIMP OVERED W/ INSULATION . a I ° WOMEN 'S REST. RM . MEN'S REST . RM . REFER TO PLUMBING SHEETS FOR FIXTURE E -Q TYPES , FLUSH CONTROLS TO BE O 8TOILETS , N y DIMENSION TO FINISH WALFIXTURE. RFACE , WIDE SIDE OF TOILETS . �, � Ilk EDGE OR CENTER LINE O ° N CONST 1 RESTROOM PLAN 2 INTERIOR ELEVATION C3 INTERIOR ELEVATION SCALE u4 = r� Ala SCALE: 1/4' = 1 Ata SCAM t/V = r� � ti � � Ala Q � O _ - _ - ---- ...._ ...._ ....... ..... . _ _ _ _ - ... ... . _ ..... . ......... .....__.......... __ _....... . . ......... ... ... .. . . _. ... ......... ......... .. . ...... .. . . . . ..... ...... CR OF PRI R LAKE PER LA ��-u _ r ... .... . . . . ...... . . . . . o z- l � N F PEI VIT NID ._,,._ ,III ohm qipAt SUBMITTED CL 4 WITH CORRECTIONS AS TED o ISD-CORRECT & RFSUBM r ,Q REST RM . Pal � ( ym Information All u Shall ! d = a �oO anal EST R M ■ al applicable buildir ig $ zoning v not specifically noted in fts r � . 103 104 SWIMSPLAN SET ON SITE AT ALL TIMFS o High Law I hereby certify/ t%;ia clan , c,��cifi, �. U011 , a ~ t .; £ �i�$r2 ] . ' �� rii9 0't Lintlor my l Or repot p b ° direct SUi.7csv;sio� 2r�d fh1 t a:n city+y N 4 / Licsrced A~ ' t€tact under 'sllO 107-18 Of isra ., CO ST State Of iti' esuia. N C:aig A. Solmeider I PARTIAL FINISH PLAN Ata SCALE 1140 = 1=° Comm # 2833 , l - I9 -11 Licenso sr 44045 DATE : I . IS. II REVISION DATE : SK Ci r Ala CONTRACTOR TO TIE NEW COLD WATER LINE 1 / 2 1 / 2 " 1 /2 - TO EXISTING 1 " OR LARGER COLD WATER - "' " 1 /2 „ MOB j� - -� LINE AS REQUIRED , FIELD VERIFY TI 1E ! ( �^ ON ON EXISTENCE OF A 1 " OR LARGER COLD W �'"� W �'' I WATER LINE LOCATIONS AND COORDINATE J I 3/4 " E t i LAV. W WITH O' REILLY REPRESENTATIVE . J I �- j H .W . C. ii 2 1 H .W. C. i P2 3/4 - 1 /2 „ 1 ° 11 AN NO ft REST RMm FEST RME PLUMBING CONTRACTOR TO [NNNN. .. ® ' INSTALL ELECTRIC TCTOR TS 1 /2 WATER HEATER UNDER 104 LAVATORY. SEE 4/P2 & 5/ P2 . 1 /2 " �— _.. IA H .A. CONTRACTOR TO TIE NEW 4 " SEWER LAV INTO EXISTING 4 ' OR LARGER SEWER € High LOW LINE AS REQUIRED , COORDINATE WITH 3 " V.T. R , - ! O' REILLY REPRESENTATIVE . Q1 � '� $-•- ' '� 1 7777=EX IST. 7 _...•._ --- —_ 01 1 $ w' -'- 11 0 0 o D a GMU - 1 iNONNIaft �I EXISTING SEWER (4 " i / /L - / / � / I Arl� / ENLARGED SUPPLY PIPING PLAN 1 OR LARGER) FIELD / / VERIFY LOCATION . SCALE : 3/8" = 114" L,- 00000 c ,o . H . w.c . H , ? NpooCO 1• M . B . / 'L4V F. D . NooI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT / / WAS PREPARED BY ME OR/ FAD . / / / / / / / / ` UNDER MY DIRECT SUPERVISION REST R'I / / / / / / AND 1HAT I AM A DULY OFFICE / / / / f / / / LICENSED PROFESSIONAL 102 / t `; SAV., / / ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA, SEE ENLARGED SUPPLY) PIPING C .O ./ PLAN (THIS SHEET) FOR UPPLY SEE GENERAL PIPING FOR RE ROOM SEE 6/P2 " Norman E . GOth PLUMBING NOTE # 2ONO,4 . SI- - - - MI - ARIN7 N AE 1 " T E _..— DATE LICENSE: 44137 LICENSE RENEWAL DAT £ IS JUNE 30, 2012 . PLUMBING PLANth ST SE New O Reilly 4995 60th Ports Store °°■ S AL I T R - Cs 40 T N PRIOR LAKE , MN # 1 SCALE: 1f$" = 1 '-0" ET ` ` IC S. C . REVISED PLAN PER NEW RESTROOM LAMENI YOUT 3855 S. JEFFER80N Phone: 41T-882-2200 ORIG . DRAWING :EP1 fP . . # : Spdngti K MO 85807 Fax/Modem 417.882NI DRAWING # : R . # : CHECKED: DLS - NEG DESIGNED: WN8 DATE: 01 / 18/ 11 ADDENDUM # : O . # : �GW NO FLAT VENTING ALLOWED . DRY +�f�W... . .. .._.. . .._ VENTS SHALT_ RISE VERTICALLY TO _.._.._...... ..........._. ._._... p�......_ ' 6 ' (MIN . ) ABOVE FLOOD LEVEL RIM 11 CONTINUE COLD AND HOT . � OF HIGHEST TRAP OR TRAPPED 1 / 2 " IL WATER LINES AS SHOWN ON � � FIXTURE BEING VENTED . IJ� 1 /2 " ENLARGED SUPPLY PIPING PLAN . JIB 3 " V.T . R . � I HOT & COLD WATER H . W. C . / LINES INSIDE WALL. j NEWINSTANi I 1 �) WATERTHEA7OUS ER M . B. ( LAV! LAV. �� LOCATION . W. C . O . I F.D . W. H . � LAV. COLD AND HOT H . .C . WATER LINES TO W . C .O. SUPPLY LAVATORIES . D . F . 10 - 3/4 1Q - /4 " � F. D . — 2 - S „ - -- EXPOSED HOT WATER C O 3" 2 ,. 10 - 1 /4 10 - 1 / 4 OUT. (INSULATED) -_-•.- WASTE & VENT 5 EXPOSED COLD WATER IN . ( INSULATED) /4" PIPING RISER DIAGRAM 3 _ N .T. S . P2 WATER HEATER PIPING DIAGRAM 01 -- 18- 1 N .T. S. P 1 01 - 18- 11 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Norman F . Goth PRINT NAME 4995 160th ST SE New O'Reilly Auto Pard Stare ►�' A% I T 0 Gr 40 T U PRIOR LAKE, MN # 1 sIG vRE F IIN Vi i N E �i 1t S. p C . REVISED DETAILS PER NEW RESTROOM, LAYOUT LICENSE: 44537 Sass S. JEFFERSON Phow 4"82-2200 ORIG . DRAWING : P2 S . 1 . #: 0 £ Sprkvw MO 66807 FaxJMo wm 417-882-=S DRAWING # : P2a P . R . # : If: N R N WAL GATE IS JUNE 30 , 2oi2 CHECKED: DLS — NEG DESIGNED : WNB DATE : 01 / 18/ 17 ADDENDUM '# : C . O . # : ROUTE REFRIGERANT PIPING DOWN INSIDE FACE OF WALL, HOLES FOR REFRIGERANT PIPING SHALL BE LOCATED AT GJR'f ASSUMED LOCATION OF CENTERLINES . EXIT WALL BETWEEN 12 " AND 36 " A. F. F. HOLES EXISTING GROUND ARE NOT TO EXCEED 2 " IN DIAMETER , TYPICAL. MOUNTED HVAC UNIT. WALL CAP ( MOUNT TIE NEW RETURN AND SUPPLY BOTTOM AT 10 ' A. F. F. ) DUCT TO EXISTING DUCT COMING X THROUGH EXTERIOR WALL . Q1 ' 1 $ - 91 RST cDu -i• 7T i 4 ERM. x 1 o M2103 115 8 ..x6 „ ELATED �' rr1 S1 EF~ 1 STAT DTS 2 5 1 O:to 150 i - X 1 8 "0 0 S 1 115 0 Ix or OFFICE 10 � S 1 85 iQ2 ' O _ 6 �0 REST R 4 R1 TRANSITION DUCT - - MOUNT "ZTS " AT 10 ' - O " 104 } ) I TO 24x24 GRILLE . A . F. F IN THIS LOCATION. GI \s - - G 1 - - t� 0 _ TO RELATED - - _ - ; - - �- - - STAT T •'. j� 41 Allm 01. 1 1010 , TYP . --- - &1 — I ! HEREBY CERTIFY THAT THIS HVAC PLA PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR mobowmmo ETDIRECT SUPERVISION AND THAT IMA DULY SCALE: 1 /8" = 1 LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF VI NESOTA Norman If . Goth PRlNi NAME Now O'Reilly Auto Parts Store .�� E1119 SARITH - r41TH PRIOR1LAKE MN #1 SIGMA RE E N � 1 t E C` 1t Sr 1 N c . REVISED PLAN PER NEW RESTROOM LAYOUT r LICENSE: 44137 3885 s. JEFFERSON Phonw. 4n-ase-22DO ORIG . DRAWING : M1 S. 1 . # : DA E sonflfii K Mo 85807 Fax/Modelrc 417-882-118& DRAWING # : M10 P . R . # : LICENSE RENEWAL DATE IS JUNE 30. 2o1z. CHECKED : DLS - NEG DESIGNED: WNB ()ATE: 01 / 18/ 11 ADDENDUM # : C . O. # : ROUTE LIGHT FIXTURE PORTION OF CIRCUIT DIRECTLY TO CIRCUIT BREAKER , FIXTURE SHALL NO'( BE SWITCHED BY LIGHTING CONTROL ELECTRICAL CONTRACTOR TO WIRE SYSTEM , SEE DETAIL 1 /E1 . EXHAUST TO POWER ON WHEN EITHER BATFIROOM LIGHT IS ON USING DOUBLE POLE WALL SWITCH . 1 01 - 18- 1 1 MP - 19 REST RM. E 1 104 PLP9w21 LT R AEF O 3 B •� B OFFIEcl >� B B 1O 0._I......__..._-.�._Lo- pp Huh tow - MOUNT S ' - 0 " A. F. F . TO --�- -- EM BACK OF OF HEADER WALL , Pl_P -- 6 THESE FIXTURES ONLY. _ r E1 ".._=_ _L _. VL _ _ L- moo. _ _.._. � _ ' - - - - — - - — — _ T � _ — � .� — — E1 C — C PLP -- 2 1L - - - - -- - - - - - - - - LIGHTING PLAN I HERESY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT SCALE, 1 /$" = 1 '^0" WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION [nyt AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Norman E . Goth PRINT NAME New Reilly Auto Parts Store RIM SAll ! TH _, r4lTH RIO 160th ST SE SIGNATURE E © r I ` Ic Ic It s. I I\ C . REVISED PLAN IPERLNEW RESTAKE, MN ROOM LAYOUT ' Zn / LICENSE: 44137 D E assn 5 JEFFi:RSON PIIorIe: 417ww2-2200 ORIG , DRAWING : E1 S . I . # : SptinyRaid, MO 85807 Fu/Modoft 417-882"M LICENSE RENEWAL DATE, IS DRAWING # : E 1 d P . R . #: JUNE 30 2012. CHECKED : DLS - NEG DESIGNED : WNB DATE: 01 / 18/ 11 ADDENDUM # : C . O . #: EXISTING 4�r"j - - 1 DISCONNECT CDU - 1 LXIST: 1 -- . GMU - 1 PLP - 14 VIA MP - 13 0 _._. _. � _ EMERGENCY PANEL „E .. 01 _ 18 ' 1 1 PLP - 16 POSITION A G WP AC OFFICE � � ( R SEE DETAI 4/E2 . I 102 _ PLP - 26 ( � = AC REST RM REST RM. G 10 104 41 - --.- aw MP - 15 . 17T, � ' PLPI 26 P - 11 — T _ — - --�-_i — _ — _ WATER INSTANTANEOUS WATER - COOLER , �- HEATER , LOCATED 120V. r - - — — — BELOW LAVATORY. - - - — L REFER TO DETAIL 1 /P1 . - IL _ - _ L - - - _ _ _... _.._ ._ - _ - - ftq POWER PLAN I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT SCALE. 1 /8 WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA, Norman f . Goth PRINT NAME �~ � ►� ARH - G 1� T N New 4995160th ST SE ly Auto Parts Store SIGNATURE \ \ \ PRIOR LAKE , MN # 1 IC Vi I I\ F E 1t So I IN C . REVISED PLAN PER NEW RESTROOM LAYOUT LICENSE: 44137 M5 9 JEFFERSON Ph". 0M82-2200 ORIG. DRAWING : E2 S . i . # : D E 5pth0ekl, MO 86807 Fax/AkxlertK 417-882-688 LICENSE RENEWAL DATE IS DRAWING # : E20 P . R. #: JUNE 30 , 2012. PHCKED : DLS - NEG DESIGNED : WNS DATE: 01 / 18/ 11 ADDENDUM # : C. O . # : on U5 El C F C R1 eMw B rc=Z C o 0W toot. 0000 � � 40 A R1 wo � W I B K E G F i L A B Q lowG A CLR CLR R6r C �A " W" romp ENO � F GOOD w 00 18 18 CV as O CLR . i , N cn i R2go 31 0 " ALL EXPOSED PIPING TO BE mot High Low 1 '-6" R3 COVERED W1 INSULATION . �, I C p O h to h WOMEN'S REST. RM . MEN 'S REST. RM . REFER TO PLUMBING IW , SHEETS FOR FIXTURE em E g,_Q„ TYPES . FLUSH CONTROLS TO BE ON DIMENSION TO FINISH WALL SURFACE , WIDE SIDE OF TOILETS . Z EDGE OR CENTER LINE OF FIXTURE. CONST N g -C k cla 1 RESTROOM PLAN 2 INTERIOR ELEVATION 3 INTERIOR ELEVATION w SCALE: t/4• = t'.o•• Ala SCALE: t/A' = 1'-0" Ala SCALE: t/4• o t' o' �'�' c Z 4 . ... . .... . __ _ ._.._ ... ... .. ... ..._. ... ......... ...._ .... .. ...... OF P NG P T PLAN REVIEW Cno i PERMITia ....,.___ A SUBMITTED p 13 #=EPTO WITH CORRECTIONSS ' _ N WTACCEPTEDmCORRECT & RESUBN ' EST R M . REST R M . ane for your infomnation . All writ, shall i�• »EMI in IS gXrfftm wNh all applicable building $ zoning co 10 103 104 items not specifically noted in oris revieW THIS PLAN SET ON SITE AT ALL TIMES . a � O High Low I hereby certify t;, t vhd;,> le:� , spccif cFtilk I :^5 �7('•� N3r2i] !jYr til$ Or t!nd(I•r ray . or report a D 0 o dlrec; suL�civ;n,iora and that t a:n d ly M IL Llc rcE:d »~ ' ; toct uridor :lie !a'a:s of tY 43 State of N esots. r/ CONST N Craig A. Schneider 4 PARTIAL FINISH PLAN Ala SCALE: 1/40 = 11,,Wi r (; Opv 7 h CODiDi # 2Licenso f *44045 DATE : I . I8. il REVISION DATE : Ala too/ It l 160 TH S TREE T SE. It - + �` 1. • � . \ , d ' ' ; . \ ,\ V Y ' .`zpa^VccCrxnVJ bzz •�b0aII I z�wa0o-bwoa0 I. I i V 00000a(cOav�O w�aVV p \•;' . a • \a\ .- L. :;.:{�f:•::::::.:`:::c�� •�:':?5:y�:: :`>::•.•:.:::.`:s;.::�.:.:. .::i:.:.':S:.l::'.:::.:':;:.:.�.:i::.:::..:}.f.:ii.:.s{:•.\:i..�x:poi..:::l•::.i:Y•c:..:•'i�•.:.::;:•.�.•:i:i.<:i::..•;iii..r•ii.4.iii..ii,:i..:::\\:...•;•i:i:.{.. :::••.riii>.i;:.::{.c�..:.�.:::i•y•.i.F.i.>:.::i.::.��i:.•:.\ go ` ,\ :.{ •:•:i:.:•...:::1i:.. .:::c•.:..:v.:::•.\�� !1�ysR!+•r�iT`�. •?!.!y•r�R!t'riM!:�'rl;: :�:Cri;.• i.♦i:>t;•:•f:::ri:i::::$:•j:<s;:::i::'::•;:i••>;:: S•r:.:?ii•'.::::i::::;-:: ::/::::tSi:.:::.:is�•':;.:ii•:,::hi: ::i;::si':•:.:3:;•- Y•»::•�::::i+�•:::::<;::•;.:::c..2•- ;i•i.v?3::ii:. :r•i:a>?r::ii::{i:\if;:.i•Vi .':ji••:`::;;i:::\:•:.i.:: i•v .;:..\ ::.'r:::• 16 •::i2\::r:'::i:•}':. I%\ ' :•: IX • o get • got , . "1g 1800 18.00 3000 20.00 : : : . ' ''�co �`` bQ) � ii ' ' ? i' I! '� . 14, 1 ' go . i ' y ' egeeee ; . got, I . get 044 Ill IN " � '•: :: i :> ::>. .• . 0i41i61i:; ii" pumqbbwtb It � M v be googol g :.:}'{!•rir <;•i ;•i •ii V � i . ii:• logo t. •• ir I: ' : ii : •: YvJ : :is ; ::: J:� ? :•i. . . . . . . : : . y�. . •: i :Y: : i : : •: "1 :: i : i:• :• • eeeeee o' 141*16 9�0 "bub Xe oeeeeeI .yNm �z u Con 0 o283Sort NOT N BY OAP4 * 4 too , APPROVED N PLANNWG DEP' I igndSDate \ or :• 2 \" EXISTING "' - DISCONNECT EXIST. CDU - 1 -....__ _._.. � GMU - 1` , PLP � 14 VIA EMERGENCY MP13 0/4 �i PANEL "E " O � " S""' '� PLP - 16 POSITION A I G WP OFFICEAC 7 102 f f ( R SEE DETAI 4 /E2 . _ l PLP - 26 f f = AC REST Rm REST RM. � G 10 104 rl Q Kw f - - -f- - MP - 15 , 17 f PLP 26 f P - 11 - - _ - - � - - — — r — _ _ _ WATER — i- _ COOLER , 77:: INSTANTANEOUS WATER 120V HEATER , LOCATED I f- - -- - - BELOW LAVATORY. - f REFER TO DETAIL 1 /P1 . - _ ---� . _ _ L _ _ POWER FLAN I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT SCA E; 1 /811 11_©�� WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Norman E . Goth PRINT NAME New Q Reilly Auto Pots Stara / 4995 160th ST SE a AS, I T H -- 4 rp Il T H PRIOR LAKE , MN # 1 SIGNATURE H I< 6 1 IN H E It S. I N ce REVISED PLAN PER NEW RESTROOM LAYOUT D E LICENSE: 44137 3858 S. JEFFERSON Phone: 447-8$2^2200 Sprflo aK MO 65807 Pax4n_ggr ORIG. DRAWING : E2 S. 1 . # : OCENSE RENEWAL DATE DRAWING # : E2o P . R. : JUNE so . 2012. CHECKED : DLS - NEG DESIGNED : WNS DATE: 01 / 18/ 11 ADDENDUM # : C . O . # : ROUTE LIGHT FIXTURE PORTION OF CIRCUIT DIRECTLY TO CIRCUIT BREAKER , FIXTURE SHALL NO'r BE SWITCHED BY LIGHTING CONTROL ELECTRICAL. CONTRACTOR TO WIRE SYSTEM . SEE DETAIL 1 /E1 . EXHAUST TO POWER ON WHEN EITHER BATt•IROOM LIGHT IS ON USING DOUBLE POLE WALL SWITCH . 1 01 -- 18-- 11 MP - 19 REST RM. E 1 104 PLP •- 21 TR AEF 3 OFFr�CE '� B i B -� 10 I � High Lav 1 MOUNT B ' - 0 " A. F . F . TO --�-- — EM BACK OF OF HEADER WALL , PLP -- & THESE FIXTURES ONLY. El G C C C 1 PLP - 2 LIGHTING FLAN I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT SCALE * 1 /8 = 11•0�� WAS PREPARED BY ME OR UNDER MY DIRECT SUPER%ASION J� AND THAT 1 AM A DULY t y LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA Norman E . Goth PRINT NAME New 0 Reily Auto Parts Store 5All �ITH -- l: �lVu RIO 1LAth M # StGNA URE f E © cps NN E E ■ 1► S, I IIN C . REVISED PLAN PER NEW RESTROOM LAYOUT RIBLICENSE: 44137 3855 a JEFFERSON Pitons: 4t1-882-?200 D E ORIG . DRAWING: E1 PuR : S�Iftq 04 MO 85807 FaxlMo 9= 417-882--1188 DRAWING # : Eta #: LICFNSE_RENEWA4 DATE IS L1kN£ }Q 2012. CHECKED : DLS - NEG DESIGNED : WNB GATE: 01 / 1 $/ 11 ADDENDUM, # : # : CONTRACTOR 'I'O TIF, NEW COLD WATER LINE 1 /2 1 / 2 1 / 2 TO EXISTING 1 OR LARGER COLD WATER LINE AS REQUIRED , FIELD VERIFY THE 1 /2 " M ' g � li(A EXISTENCE OF A lot OR LARGER COLD -- w to I* —cv Ism W i w r WATER LINE LOCATIONS AND COORDINATE I 3/ 4 " E t I . . v' WITH O' REILLY REPRESENTATIVE . H .W . C . 1H .W C. 2 M P2 f 3/4 " — fj t / 2 " i 1 „ REST RMN REST RM . PLUMBING CONTRACTOR TOk .. / 10� INSTALL ELECTRIC TANKLESS 1 /2 " WATER HEATER UNDER 10 3 LAVATORY. SEE 4/P2 & 5/ P2 . 1 /2 VJ� H .A. CONTRACTOR TO TIE NEW 4 " SEWERit — LINE ASINTO IREING 4 QUIREDOR LARGERCOORDINATE WITH 3 " V.T. R . _ LAV i SEWER High Low O' REILLY REPRESENTATIVE . EXIST. GMU - 1 ` I EXISTING SEWER (4" / / OR LARGER) FIELD Ar l — ` ENLARGED SUPPLY PIPING PLAN 1 �1 / / VERIFY LOCATION . SCALE * 3/$" = 1141 L _ �, c .o . I H .w. c . M . B . 'LAV. F. D . H * 10C % ), . . / . . 1 HEREBY CERTIFY THAT THIS / PLAN , SPECIFICATION. OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION REST R OFFICE I AND THAT I AM A DULY i �� G' / / / LAV i / / / LICENSED PROFESSIONAL ENGINEER THESTATE UOFER THE S OF MINN SO A, _ — SEE ENLARGED SUPPL PIPINGC . O �^ PLAN (THIS SHEET) FOR UPPLY SEE 6/P2 SEE GENERAL PIPING FOR RE ROOM Norman E . Goth rPLUMBiNG NOTE # 24 . - - - - - - - '� -- -- PRINTbNE r ,,5"" 1 " SIONATURE TATE E: 44137 —f LICENSE RENQM DATE IS ,TUNE 30. 2012. PLUMBING PLAN New OReii�y Auto SPartsTS Store "" S f11 I T N — r 10 T H 4995 160thsr E PRIOR LAKE , MN # 1 SCALE: 1 ($" = � '-O" B ` I ` E E it so I C . REVISED PLAN PER NEW RESTROOM LAYOUT N 3855 S. JEFF ERSON Phwe: 417.882-2200 ORIG . DRAWING : P1 S . I . # : 4~914, MO 85807 Faw'Modem 4Vt 882-"% DRAWING # : P 1 a P .R . # : CHECKED : DLS — NEG DESIGNED: WNB DATE: 01 / 18/ 11 ADDENDUM # : C. O. # : III ISO 111% NO FLAT VENTING ALLOWED. DRY =CW VENTS SHALL RISE VERTICALLY TO —_._.._...... ...........__. ..._... .•1flN... . . 6 " ( MIN . ) ABOVE FLOOD LEVEL RIM CONTINUE COLD AND HOT 11 �\ OF HIGHEST TRAP OR TRAPPED 1 /2 � WATER LINES AS SHOWN ON FIXTURE BEING VENTED . A I� 1 / 2 ENLARGED SUPPLY PIPING PLAN . / 111 3 •, V.T . R . g � HOT & COLD WATER H . W. C . LINES INSIDE WALL. INEW ! INSTANTANEOUS M . Li. �� WATER HEATER I LAVI -- — — LAV. (� LOCATION . W . C . O . F-D • W . H . LAV. COLD AND HOT H . .C . WATER LINES TO D F W , C .O . SUPPLY LAVATORIES . 2 10 - 3/4 " 10 — /4 " F. D . 2 ' - 5 ., -- EXPOSED HOT WATER C .O . 3 " 2 •. 10- 1 /4 ' 10 - 1 /4 " OUT. (INSULATED) - - --- - WASTE & VENT — 5 .. EXPOSED COLD WATER 1N , ( INSULATED) PIPING RISER DIAGRAM0000 27/8 5 - 1 /4" 3 N .T.S . P2 WATER HEATER PIPING DIAGRAM 1 01 _ 1 s-- 1 1. N .T. S. P 1 o1 -- '! 8- 11 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT i AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNES07AO Norman E . Goth PRINT NAME N ew j 8�{�y Auto Parts Store ►4 �1t I T 0 - r 40 T H 95 160th ST SE R LAKE, H H r I \ Ic 18 1t S. M 1IN C . DETAOPER NEWR KE MRESTROOM LAYOUT LICENSE: 44137 8855 S. JEFFERSON Phone: 4Voo882-2200ING: 2 S . l . �: D ESprinpFeld, fVtO 66807 Fex/Moderrc 4 -88 -1188 IcENS R N WAL DAT IS : 2a P . R. # : ,TUNE 30. 2012, CHECKED: DLS — NEG [DESIGNED : WNB DATE : 01 / 18/ 11 # : C . O . # : MIAMI ROUTE REFRIGERANT PIPING DOWN INSIDE FACE OF WALL, ASSUMED LOCATION QF HOLES FOR REFRIGERANT PIPING SHALL BE LOCATED AT GIRT EXISTING GROUND CENTERLINES , EXIT WALL BETWEEN 12 " AND 36 " A. F. F . HOLES MOUNTED HVAC UNIT. 1 ARE NOT TO EXCEED 2 " IN DIAMETER , TYPICAL. WALL CAP ( MOUNT BOTTOM A7 10 ' A. F. F. ) TIE NEW RETURN AND SUPPLY DUCT TO EXISTING DUCT COMING x THROUGH EXTERIOR WALL . 01 - 1 $ - 11 cDu -i I I 4 REST RM. X 1 4 M28 x6 " 2 Q ELATED F . _ - - ......_- ....-._. _ iO3 115 — _ s� s1 E - 1 "0 , STAT 00 VDTs 2 5 10 "o 150 i ; ,. X1' " 8 "0 _ �— 0 S 1 115 140 85 OFFICE 10 S1 102177 O 6 "o REST R N TRANSITION DUCT . — MOUNT 32TS " AT 10 ' - 0 " 10 T8 SI A . F. F IN THIS LOCATION . IF F I r — — f 80_ _ TO RELATED 1 — — — - - — — — T- STAT _ c II I I 10 Io , TYP. _ ^ G1 _ — I omk 1 HEREBY CE THAT HIS HVAC PLAN PIAN. SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER DIRECT SUPERVISION ANDTHAT IM A DULY SCALE: i /$° = 1 '_0" LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OFMINNESQT_g. Norman E . Goth PRINT NAME "\ Now 0 Reilly Auto Parts Store 1111111111111111 le ..,� .r 499b 1 60th ST SE S X11 l T H — r 40 T H PRIOR LAKE , MN # 1 SIGMA RE -' r I t ►S■ ►� r. . REVISED PLAN PER NEW RESTROOM LAYOUT I Adif LICENSE: 44137 3855 s. JEFFERSON Phone: 417-882-2200 ORIG . DRAWING: M1 EfP , R . # : 15 DA E Springfieid, MO 85807 Fax/Modem 417-632-1188 DRAWING : M1a LICENSE RENEWAL DATE I5JUNE 30. 2012. CHECKED : DLS — NEG DESIGNED: WNB DATE: 01 / 18/ 11 ADDENDUM # : # :