Amendment 0006_HighDensity XH-Technical FFE Spec.pdf

(USMA) West Point, NY / CEAC

Project:

Product Image

Product Name:

Model No./Style:

Location: (Refer to Furniture Location Plans)

Description:

Alternates submitted shall match specified item above:

Alternate A: Alternate B:

FILING / STORAGE - Product Information

Product Code Issue Date: Rev. Date:

EC Contact:

EC Project #:

Manufacturer:

Dimensions:

Quantity: (Refer to Cost Summary Sheet)

Cyber Engineering Academic Center

June 8, 2020

Victoria Bingham 215-625-4179 / Becca Kuhn 215-625-4495

20170671

No. -

Estimated Lead Time.:

*Image may not fully represent item described

Finishes

General Finish:

Trim / Other:

Pulls:

Accessories / Options:

XH1.1

High-Density Shelving System (North)

Aurora / Mobile 1000

O’Brien Business Systems

Refer to drawings for configurations

Tri-spoke handle driven mechanical assist carriages shall be formed of a welded structural steel frame with machined steel wheels mating and/or aligning to corresponding multiple steel rails.

Carriages to have safety locking mechanism. Drawers and shelves per Elevations. Rails shall be installed on slab and ramp constructed as detailed in construction documents. Coordinate flush rails and finished floor ramping with Contractor. 12” deep cabinets to have 6 shelves and no drawers. 24” deep cabinets to have 5 shelves and 2 ea. 12” high drawers. Stationary carriages at end walls

Refer to full performance specifications for this item proceeding this sheet for further details.

6-8 Weeks

Spacesaver

Standard Textured Powder-Coat Finish: CH19 Chisel

Standard flush integral pulls for drawers

Provide Stackable Plastic Bins from Mfr: Quantum Storage. Colors: As Noted

Each 12”deep cabinet install – (10) QUS235 “yellow”, (20) QUS239 “red”, (20) QUS230 “clear”

Each 24”deep cabinet install – (7) QUS270 “black”, (7) QUS250 “green”, (7) QUS260 “blue”, (24)

QUS234 “ivory”

(USMA) West Point, NY / CEAC

Project:

Product Image

Product Name:

Model No./Style:

Location: (Refer to Furniture Location Plans)

Description:

Alternates submitted shall match specified item above:

Alternate A: Alternate B:

FILING / STORAGE - Product Information

Product Code Issue Date: Rev. Date:

EC Contact:

EC Project #:

Manufacturer:

Dimensions:

Quantity: (Refer to Cost Summary Sheet)

Cyber Engineering Academic Center

June 8, 2020

Victoria Bingham 215-625-4179 / Becca Kuhn 215-625-4495

20170671

No. -

Estimated Lead Time.:

*Image may not fully represent item described

Finishes

General Finish:

Trim / Other:

Pulls:

Accessories / Options:

XH1.2

Gated Ancillary Shelving System (South)

Aurora / Quik-Lok & WireCrafters

O’Brien Business Systems

Refer to drawings for configurations

Four post metal shelving shall be fully finished powder coated heavy gauge steel. All back panels, uprights & bases shall be closed unless noted otherwise. Solid shelves shall be adjustable without need for tools. Provides up to six openings. All shelving shall be field installed. Verify clearances.

Includes hinged wire mesh lockable doors on steel tube posts and floor anchors as required.

Refer to full performance specifications for this item proceeding this sheet for further details.

Vidmar

6-8 Weeks

Quik-Lok Standard Powder-Coat: CH19 Chisel, WireCrafters Standard Powder-Coat: Gray

XH1.2B Wire Spool Cabinet - Open frame storage unit outfitted with (4) adjustable Wire Spool rails

Locks for Wire gates – Standard Lock

SPECIALTY SHELVING: XH1

Product Information

Product Name: High Density Storage System Manufacturer: Aurora

Model: High Density Style: Mobile 1000

Accessories: Refer to Description

GSA Contract #: GS-25F-0084M

Lead time: 4-6 Weeks

Local Rep. Info: (Drew Murray, O’Brien Business Systems, Inc., (610.256.0588), drewm@obriensys.com

Description

PART 1 – GENERAL

(1000 LBS/FT CAPACITY MECHANICALLY ASSISTED MOVEMENT – XH1.1)

1.1 RELATED DOCUMENTS

A. Drawing and general provisions of the contract, including general and supplementary conditions and related specification sections, apply to this section.

1.2 SUMMARY

A. This section includes the following:

Tri-spoke handle driven mechanical assist carriages and related equipment containing new or existing storage housings elsewhere specified.

1.3 RELATED WORK FURNISHED BY OTHERS

A. Base floor capable of withstanding line load weight distribution created by load transfers from weight of system, storage housings, media, and occupants.

1.4 REFERENCES

A. American National Standards Institute (ANSI) Standards

B. American Society for Testing and Materials (ASTM) Standards

1.5 DESCRIPTION

A. General: High-density mobile storage system consisting of storage housings mounted on wheeled carriage assemblies riding on multiple steel rails. Purpose is to allow multiple ranges of storage housings to be accessed by means of one roving aisle, thus greatly reducing floor space requirements from that of conventional rows of storage housings. For clarification, the term storage housing shall refer to the shelving, rack, or cabinets which are a component of the high-density mobile system herein specified. System shall be designed in accordance seismic design

Category C requirements.

B. Carriage: The carriage shall be formed of a welded structural steel frame with machined steel wheels mating and/or aligning to corresponding steel rails. All bearings shall be permanently lubricated and shielded.

C. Drive Controls: Triple arm operating control with ergonomic user-friendly knobs shall be provided on the drive ends. A minimum of one operation knob per carriage shall be within ADA reach guidelines at all times.

1. Front drive control consisting of chain, sprocket, and upper drive bearing assembly shall be completely self-contained and enclosed within a steel housing independent of the face panel and shall be an integral part of the carriage structure. Carriage end panel drive assemblies which merely attach to the face panel and are not supported by a dedicated structure shall be unacceptable.

2. Carriage drive mechanism shall be a direct line shaft thru-wheel drive to provide an efficient, smooth, non-binding, and non-slipping movement. Drive system shall be designed to provide a movement of up to 4,000 lbs. of load with only 1 lb. of user effort at the drive control handle.

3. All bearings in drive system shall be permanently lubricated and shielded.

D. Safety Items:

1. A user activated safety locking mechanism shall be provided at every carriage control to prevent unintentional carriage movement.

2. (optional) An interconnected dual aisle safety locking mechanism for dual end control carriages shall be provided to enable securing an open aisle at one end of the carriage/aisle and releasing it from the opposite end of the carriage/aisle.

E. Finishes:

1. Metal Components and Assemblies:

a. All components shall be finished with an electrostatically applied Gloss-Tek™ powder coat TEXTURED FINISH. Finish shall consist of a non-glare raised surface that provides scuff and scratch resistance. Finish shall be a non-VOC emitting hybrid powder coat which meets or exceeds ASTM test criteria for adhesion, flexibility, hardness, and humidity resistance. A minimum of 29 standard manufacturer’s colors shall be offered at no additional charge and a minimum of 3 standard metallic colors shall be provided at an upcharge not to exceed 15%. Any special color match shall be made available per the standard manufacturer’s published policy. NOTE: DUE TO THE HIGH ACTIVITY

AND USE OF SYSTEM, NON-TEXTURED PAINT WILL NOT BE ACCEPTED.

F. Sizes: Per manufacturer’s standard offering.

1.6 PERFORMANCE REQUIREMENTS

A. Design Requirements:

1. Consult drawing for plan view and elevation details.

2. For ceiling height or sprinkler code requirements, rail with required grout for leveling, carriage structure, and storage housing heights must be considered for an overall system height.

3. Carriages shall be designed to accommodate existing or new storage housings as specified in accompanying documentation.

B. Seismic Performance: Provide high-density mobile (compact) storage units capable of withstanding the effects of earthquake motion as required by applicable building codes. Site specific third party evaluation shall be provided by licensed local structural engineer. System must be design to Seismic Design Category C.

1.7 SUBMITTALS

A. Product Data: Submit manufacturer’s product literature and installation instructions.

B. Drawings: Provide dimensional layout of complete system including elevations, adjacent room details including pertinent notations and descriptions. Provide dimensional drawings including elevations of all storage housings locating on or adjacent to the system specified.

C. Initial Selection Samples: For initial selection of colors and textures, submit manufacturer’s color chart(s) showing full range of colors and textures available.

D. Samples: (optional) Provide minimum 3 inch (76 mm) square sample of each color and texture selected.

E. Warranty: Submit a copy of manufacturer’s warranty.

F. Maintenance Data: Provide manufacturer’s operation manual, maintenance and care instructions, and instructions for care and cleaning of the finish.

G. Reference List: Provide list of recently installed similar type high-density mobile installations.

H. A list shall be submitted of all specification deviations with a complete description and validation.

1.8 QUALITY ASSURANCE

A. Manufacturer Qualifications: Engage an experienced manufacturer who has been continuously manufacturing this type of product without interruption for a minimum of 20 years and can supply a list of references upon request.

B. Manufacturing Qualifications: Engage an experienced manufacturer whose internal processes meet or exceed ISO 9001 requirements.

C. Installer Qualifications: Engage an experienced installer who is authorized by the manufacturer to install a high-density mobile system of this magnitude and has a minimum of 1 year experience doing so.

1.9 DELIVERY, STORAGE AND HANDLING

A. Follow manufacturer’s instructions and recommendations for delivery, storage and handling requirements.

1.10 PROJECT CONDITIONS

A. Field Measurements: Verify all dimensions of perimeter area and proposed system prior to manufacture. Any variations shall be addressed by the general contractor or designated project representative prior to manufacture. Coordinate fabrication and delivery to ensure there is no delay in progress of the work.

B. Established Dimensions: Where field measurements cannot be made without delaying the work, establish dimensions and proceed with fabricating high-density mobile storage units. At this point it is the sole responsibility of the general contractor or designated project representative to coordinate verified field dimensions with the manufacturer in a timely fashion.

1.11 SEQUENCING AND SCHEDULING

A. Sequence high-density mobile storage system with adjoining work to minimize possibility of damage and soiling during entire construction period.

B. Schedule installation of specified high-density mobile system after finishing operations; including painting have been completed.

C. Delivery, Storage, and Handling: Comply with all instructions and recommendations made by manufacturer or manufacturer’s representative for delivery, storage, and handling requirements.

D. Pre-installation Conference: Schedule and conduct conference on project site to review methods, procedures, and logistic details for coordination of installation of high-density mobile system.

1. Recommend attendees:

a. Owner’s representative

b. Prime contractor or representative

c. Architect, engineer, or person responsible for the layout design

d. Manufacturer’s representative

e. Subcontractors or installers whose work may affect, or be affected by the installation of this system

1.12 WARRANTY

A. Provide a written warranty, executed by contractor, installer, and manufacturer, agreeing to repair or replace equipment which fails in materials or workmanship within the established warranty period.

This warranty shall be in addition to, and not a limitation of, other rights the owner may have under general conditions provisions of the contract documents.

B. In addition, shall warrant the high-density mobile storage system against defects in material and workmanship for a minimum of 10 years from date of final acceptance by owner.

PART 2 – PRODUCTS

2.1 MANUFACTURERS

A. General: Specifications stated herein are based upon high-density compact mobile storage products manufactured by Aurora Storage Products, Inc. Upon successfully meeting specification requirements, other manufacturers may be included following written acceptance.

2.2 BASIC MATERIALS

A. General: Provide materials and quality of workmanship, which meet or exceed established industry standards for products specified. Material selection and composition shall be manufacturer’s option unless indicated otherwise. Fabricate units from ASTM Class 1, cold-rolled commercial grade sheet or coil steel with all bends and radiuses consistent and true.

B. Grout: Shall be ready-mixed high strength; controlled expansive grout with superior dynamic load stability, which when mixed with water shall harden rapidly to produce a permanent foundation for the mobile storage system. Grout shall be non-corrosive, non-metallic and non-shrink. The grout after curing shall have a minimum strength of 8000 pounds (3629 kg) per square inch. NOTE: NON-

GROUTED SYSTEMS WILL NOT BE ACCEPTED.

2.3 MANUFACTURED COMPONENTS

A. Rail:

1. Rail shall be ASTM/AISI Type 1045 steel of manufacturer’s selection designed and manufactured to carry a load of 1000 pounds per lineal foot (1488 kg/m) of carriage length.

2. Rail surface shall be parkerized with a zinc phosphate solution to prevent rust and minimize wear. Rail surfaces which make contact with wheels that are simply painted or powder coated are unacceptable.

3. Rail shall be designed to be anchored to structurally sound base floor capable of supporting fully loaded system and exhibiting a maximum deflection not to exceed L/700.

4. Rail shall be positioned, leveled and grouted in accordance with the manufacturer’s instructions, providing a minimum of 7/16 inch (11 mm) of grout under the rail from the high spot on the floor. Void under leveled rail shall be completely filled with a non-shrink grout.

5. Rail shall be level not to exceed 1/16 inch (1.6 mm) maximum variation from true level within module and 1/16 inch (1.6 mm) maximum variation between adjacent rails perpendicular to rail direction. Each section of rail shall be a minimum of 12 inches (305

mm) and a maximum of 120 inches (3048 mm) with shorter length used only to terminate each individual rail assembly.

6. Each end of the rail shall be connected by means of twin stainless steel dowels pinned between the rail splice. The splice shall be designed for the most severe operating conditions.

Connection joints shall demonstrate vertical and horizontal continuity and provide a transfer of load to and from the adjoining rail sections. Butt splice joints and tongue and groove rail splice joints which only prevent movement in one direction are unacceptable. Bar stock track is not acceptable. Acceptable alternate to above track is center groove type track that has no gaps where debris can collect.

B. Floor and Ramp:

1. Floor shall be constructed of a minimum of 3/4 inch (19 mm) structocrete. There shall be no open gaps between the floor and the rail.

2. Ramp shall be constructed structocrete with the reduction from ¾” to existing slab by general contractor.

3. Ramp shall not extend beyond the end of the carriage if at all avoidable. It shall be understood that with certain ramp and carriage size combinations this may be unavoidable.

The vertical transition from the ramp edge to the floor shall be a maximum of 1/8 inch (3

mm) with ramp having a maximum slope of nine degrees.

4. Ramp shall extend under all mobile and stationary carriages.

C. Carriages:

1. Carriages are to be welded steel construction. Riveted or bolted carriages shall be unacceptable. Galvanized components are unacceptable. Components of unlike finish or material are unacceptable.

2. Overall height shall be no greater than 5-15/16 inches from top surface of rail to base for storage housing on top of carriage.

3. Carriage shall be designed for a capacity of 1000 pounds per linear foot.

4. Carriage construction shall provide for shelving to be securely anchored with vibration-proof fasteners.

5. Carriages designed to recess the shelving or storage housing, thus causing the carriage to protrude beyond the plane of the face of the shelving or storage housing shall be

6. Carriages shall be powder coat finished inside and out. Galvanized components are

7. Fixed carriages shall be of the same construction and height as the mobile carriages and securely anchored to the continuous rail located beneath the fixed carriages.

8. Splices shall be designed to maintain proper unit alignment with no visible fasteners on the outside of the carriage. Fasteners connecting any carriage splice joint shall be vibration-proof in design.

9. Carriages shall be straight and square. There shall be no movement in any splice or welded joint when loaded to recommendation and normal operation is applied.

D. Wheels:

1. All wheels whether load or driven shall be a minimum of 5-1/4” inches in diameter, constructed of cast ductile iron, and precision machined for smooth operation and to ensure compatibility to the corresponding rail.

2. Bearings shall be permanently lubricated and shielded.

3. Dynamic load rating on wheel bearings shall be a minimum of 5775 pounds per wheel.

E. Guidance:

1. Guide Design:

a. All rails and wheels shall guide carriage to ensure precise carriage tracking alignment.

b. All rails shall have a convex top surface to provide friction-free self-centering alignment with the carriage wheels.

c. All carriage wheels shall have a concave load surface which aligns with the rail to provide precise carriage tracking.

d. Roller guide and wheel flange methods of guidance which have play between the guide points and the rail sides shall be unacceptable.

2. Drive Design:

a. Carriage drive shall consist of a continuous thru-wheel shaft assembly driving all rails.

b. Drive shaft shall be a minimum of 3/4 inch (19 mm) diameter solid steel and a non-load bearing member of the drive mechanism for ease of movement.

c. Couplers shall be securely keyed into place to prevent looseness in the drive mechanisms.

d. Systems that do not drive all rails shall be unacceptable.

F. Operation:

1. Gearing requirements unless specified will be at the discretion of the manufacturer based on anticipated weight load and carriage size. Reduction drive units must be available at the following ratios resulting in the noted carriage travel per revolution of the operator control handle:

a. 1:6000 ratio / 3-7/8 inches travel per revolution of operation handle

2. Operator handles shall be provided in an ergonomic three-spoke design with rotating knobs.

3. All operator handles shall be provided with a minimum 1.75” (44MM) diameter ergonomic push-pull knob (Aisle Safety Lock) located at the center of the operator handle to secure adjacent carriages in place while an aisle is being occupied. Smaller knobs shall be

4. Operator handles and aisle access both into and around the system shall conform to all applicable codes including but not limited to the Americans with Disabilities Act.

G. End/Face Panels:

1. End panels shall be provided to cover the drive chain mechanism and enhance the aesthetics of the system. ALL EXPOSED ENDS OF CARRIAGES MUST HAVE FULL HEIGHT

STEEL END PANEL. REFER TO DRAWINGS.

2. End panels must extend the full width of the carriage and extend from the bottom edge of the carriage to the top of the storage housing on the carriage.

3. End panel selection shall be:

a. Steel: Panels less than 48 inches (1219 mm) in width shall be fabricated from 16 gauge powder coated steel. Panels 48 inches (1219 mm) wide and greater may be fabricated from a lesser gauge sheet steel if additional reinforcing hat channel are provided. Finish and color shall be selected from manufacturer’s full offering.

H. Environmental Requirements: All carriages, steel shelving, and steel end panels shall contain a minimum of 40% recycled steel content, comprised of a mixture of post and pre-consumer and industrial. Finishes on carriages, steel shelving, and steel end panels shall be a Gloss-Tek™ powder coat finish with low VOC (volatile organic compounds) and application must incorporate a powder recycle process.

2.4 FABRICATION

A. General: Coordinate all parties to ensure timely execution of this project and to related work.

Ensure that all necessary information relating to this portion of the project has been transmitted to the parties involved.

PART 3 – EXECUTION

3.1 EXAMINATION

A. Verify that building floor structure is adequate to support high-density mobile system within limits of established deflection criteria based on mobile system type and manufacturer’s published criteria.

B. With installer present, examine floor area within area of mobile system to verify that it is in condition per manufacturer’s requirements for rail installation.

C. With installer present, examine mobile carriages for proper sizing, proper placements of support members for the shelving, and to ensure that mounting surface is square and level

D. For all installations it shall be the installer’s responsibility to know and to execute all phases of the installation in compliance with local building codes.

3.2 INSTALLATION

A. General: Follow all manufacturer’s documented instructions and procedures for installation of rail, floor and ramp if applicable, fixed and movable carriages, shelving, panels and related accessories.

3.3 FIELD QUALITY CONTROL

A. Verify all fixed and movable carriages are installed and operating square and level. Correct if necessary.

B. Verify all end or face panels, shelving components and accessories are aligned properly. Correct if necessary.

C. Replace components that are scratched, dented, or damaged in any manner with new items from the manufacturer. Surface scratches may be touched up but repair must be complete and undistinguishable.

3.4 ADJUSTING

A. Adjust all components and accessories to provide smooth operation and proper tracking alignment. Perform final visual check that all panels align when aisles are closed, and all gaps are consistent.

3.5 CLEANING

A. Upon completion of installation, clean all components and surfaces. Cover to protect from dust and environmental fallout as a result of other work continuing in the surrounding area. Remove all packaging material and debris that accumulated as a result of the installation immediately upon completion. Leave area of installation neat, in broom clean condition, and ready to present to appropriate persons.

3.6 DEMONSTRATION AND TRAINING

A. Schedule and conduct demonstration of the high-density mobile system. Review all safety features and proper carriage operation with owner’s personnel. Review any additional features or points of interest as appropriate.

B. Schedule and conduct maintenance training with owner’s maintenance personnel. Training session should include a full operation demonstration and all preventative maintenance and minor repair procedures for the high-density mobile system that they would normally be expected to perform.

3.7 PROTECTION

A. Protect system against dirt and damage during remainder of construction period. Recommend to owner of any additional precautions needed to ensure that system will remain unharmed during balance of construction in surrounding area.

END OF SECTION

PART 1 - GENERAL (METAL STORAGE SHELVING (FOUR-POST) – XH1.2)

1.1 RELATED DOCUMENTS

A. Drawing and general provisions of the contract, including general and supplementary conditions and related specification sections, apply to this section.

1.2 SUMMARY

A. This section includes the following:

Four-Post Metal Shelving

1.3 REFERENCES

A. American National Standards Institute (ANSI) Standards

B. American Society for Testing and Materials (ASTM) Standards

1.4 DESCRIPTION

A. General: Four-Post Metal Shelving

B. Finishes:

1. Metal Components and Accessories: All shelving components including accessories shall be finished with an electrostatically applied Gloss-Tek™ powder coat as outlined in Section 2.5

A and B.

C. Sizes: Per manufacturer’s standard offering as outlined in Section 1.5.

1.5 PERFORMANCE REQUIREMENTS

A. Design Requirements:

4. Consult drawing for plan view and elevation details.

5. Available in standard heights of 40-1/4 inches (1022 mm), 64-1/4 inches (1632 mm), 76-1/4 inches (1937 mm), 85-1/4 inches (2165 mm), 88-1/4 inches (2242 mm), 97-1/4 inches (2474 mm), 100-1/4 inches (2546 mm), and 121-1/4 inches (3080 mm). Other heights shall be available variable on 1-1/2 inch (38 mm) increments as required to meet application needs.

6. Available in nominal widths of 24 inches (610 mm), 30 inches (762 mm), 36 inches (914 mm), 42 inches (1067 mm), and 48 inches (1219 mm).

7. Available in nominal depths of 12 inches (305 mm), 13 inches (330 mm), 15 inches (381 mm), 16 inches (406 mm), 18 inches (457 mm), 24 inches (610 mm), 26 inches (660 mm), 30 inches (762 mm), 32 inches (813 mm), and 36 inches (914 mm).

B. Seismic Performance: Provide four-post metal shelving capable of withstanding the effects of earthquake motion as required by applicable building codes.

1.6 SUBMITTALS

A. Product Data: Submit manufacturer’s product literature and installation instructions.

B. Drawings: Provide layout of shelving including notations and descriptions. Provide dimensional drawings of all shelving quoted.

C. Initial Selection Samples: For initial selection of colors and textures, submit manufacturer’s color chart(s) showing full range of colors and textures available.

D. Samples: Provide minimum 3 inch (76 mm) square sample of each color and texture selected.

E. Warranty: Submit a copy of manufacturer’s warranty.

F. Maintenance Data: Provide manufacturer’s instructions for care and cleaning of the finish.

Provide manufacturer’s instructions for shelf relocation and/or spacing adjustments.

G. Reference List: Provide list of recently installed similar type of shelving projects.

1.7 QUALITY ASSURANCE

A. Manufacturer Qualifications: Engage an experienced manufacturer who has been manufacturing this type of shelving continuously at the same location for a period of not less than 50 years.

B. Manufacturing Qualifications: Engage an experienced manufacturer whose internal processes meet or exceed ISO 9001 requirements.

C. Installer Qualifications: Engage an experienced installer who is authorized by the manufacturer to install four-post shelving and who has done so for a minimum of one year.

1.8 DELIVERY, STORAGE AND HANDLING

A. Follow manufacturer’s instructions and recommendations for delivery, storage and handling requirements.

1.9 PROJECT CONDITIONS

A. Field Measurements: Verify quantities of four-post shelving units before fabrication. Indicate verified measurements on shop drawings. Coordinate fabrication and delivery to ensure no delay in progress of the work.

B. Established Dimensions: Where field measurements cannot be made without delaying the work, establish dimensions and proceed with fabricating four-post shelving units without field measurements. Coordinate construction to ensure actual dimensions correspond to established dimensions.

1.10 SEQUENCING AND SCHEDULING

A. Sequence four-post shelving units with adjoining work to minimize possibility of damage and soiling during remainder of construction period.

B. Schedule installation of specified four-post shelving after finishing operations; including painting have been completed.

C. Delivery, Storage, and Handling: Comply with all instructions and recommendations made by manufacturer or manufacturer’s representative for delivery, storage, and handling requirements.

D. Pre-installation Conference: Schedule and conduct conference on project site to review methods, procedures, and logistic details for installing four-post shelving units.

Recommend attendees:

1. Owner’s Representative

2. Prime Contractor or representative

3. Architect, Engineer, or person responsible for the layout design

4. Manufacturer’s representative

5. Subcontractors or installers whose work may affect, or be affected by the installation of this shelving

1.11 WARRANTY

A. Provide a written warranty, executed by Contractor, Installer, and Manufacturer, agreeing to repair or replace units, which fail in materials or workmanship within the established warranty period. This warranty shall be in addition to, and not a limitation of, other rights the owner may have under general conditions provisions of the contract documents.

B. Limited Lifetime warranty: Subject to the terms in the written warranty, warrant the original purchaser exclusively that the shelving manufactured by it will be free from defects in materials and workmanship for the lifetime of the four-post shelving.

PART 2 – PRODUCTS

2.1 MANUFACTURERS

A. General: Products are based upon Quik-Lok™ four-post shelving manufactured by Aurora

Storage Products, Inc.

2.2 BASIC MATERIALS

A. General: Provide materials and quality of workmanship, which meet or exceed established industry standards for products specified. Use furniture grade sheet metal, wood panels, plastic laminate and fasteners for component fabrication unless indicated otherwise. Material thickness/gauges are manufacturer’s option unless indicated otherwise.

2.3 MANUFACTURED COMPONENTS

A. Design:

1. Four-post type consisting of uprights, shelves, shelf supports, and Quik-Bases™, designed to be assembled without fasteners or clips. Shelves (except for divider locating slots where applicable) and upright posts shall have no holes on any exposed surface faces. Cross-bracing of any sort shall be unacceptable. Shelf fronts and backs shall be flush with outside faces of upright posts. Back Panels when required shall be flush with the post face and require no additional tools or hardware to install. Design shall permit individual shelf adjustment or removal anywhere along the entire height of the shelving unit. Shelving shall require no tools to erect or make adjustments to, including relocation or removal of individual shelves.

B. Materials and Workmanship:

1. Fabricate units from ASTM Class 1, cold-rolled commercial grade sheet or coil steel with all bends and radiuses consistent and true. There shall be no sharp edges and shelving shall exhibit no irregular seams, oil-canning, dents or distortion in any manner.

C. Uprights:

1. Formed from steel sheet to tubular “T” (tee) shape posts for intermediate supports and tubular

“L” (angle) shape posts for end supports. Posts shall have keyhole slots on inner wall only and shall have either a full size sheet steel panel or tie strips linking the posts and forming an upright. Upright quantities, sizes, and types are to be determined by plan view and elevations.

Because of their difficulty to adjust. Uprights with dual tear drop slots will not be accepted.

2. Open Uprights:

a. Intermediate (adder) uprights located between and linking shelf sections within a range of shelving shall consist of two 2 inch (51 mm) wide 18 gauge cold rolled steel posts roll-formed into a tubular “T” formation. "T" uprights shall be used as a common upright between units. Keyhole slots shall be punched on the inner wall only located on 1-1/2 inch (38 mm) centers. There shall be no holes in the outside face surface of the posts. The front and back posts shall be joined by welding 3-1/8 inch (79 mm) high by nominal shelf depth 18 gauge spacers to provide the required upright depth and structural rigidity. Open “T” (tee) uprights to be manufactured to heights specified.

3. Closed Uprights:

a. Single unit (starter) and/or row end uprights on a range of shelving shall consist of two 1 inch (25 mm) wide 18 gauge cold rolled steel posts roll-formed into a tubular

“L” formation. Keyhole slots shall be punched on the inner wall only located on 1-

1/2 inch (38 mm) centers. There shall be no holes in the outside face surface of the posts. The front and back posts shall be joined by welding a full height 24 gauge closure sheet to provide the required upright depth and structural rigidity. Closed

“L” (angle) uprights to be manufactured to heights specified. ENDS OF ALL

SHELVING RUNS SHALL HAVE CLOSED UPRIGHTS.

b. Intermediate (adder) uprights located between and linking shelf sections within a range of shelving shall consist of two 2 inch (51 mm) wide 18 gauge cold rolled steel posts roll-formed into a tubular “T” formation. "T" uprights shall be used as a common upright between units. Keyhole slots shall be punched on the inner wall only located on 1-1/2 inch (38 mm) centers. There shall be no holes in the outside face surface of the posts. The front and back posts shall be joined by welding a full height 24 gauge closure sheet to provide the required upright depth and structural rigidity. Closed “T” (tee) uprights to be manufactured to heights specified.

D. Shelves:

1. Shelf shall be formed from 18 gauge cold rolled sheet steel with 5/8 inch (16 mm) flanges on all sides and a return hem on the front and back flanges. Shelves shall be independently adjustable on 1-1/2 inch (38 mm) centers.

E. Canopy Tops:

1. Same construction as shelf. Must be plain, exhibiting no holes on surface for depths less than

18 inches (457 mm).

F. Shelf supports:

1. Formed from heavy gauge sheet steel. 24 inch (610 mm), 30 inch (762 mm) and 36 inch (914

mm) widths shall be formed of 14 gauge and 42 inch (1067 mm) and 48 inch (1219 mm) shall be formed of 11 gauge hot rolled pickled steel to the specified width x 3/4 inch (19 mm) or optional 1-1/4 inch (32 mm) high with two additional return flanges to form a structural channel. A 13/16 inch (21 mm) flange at each end shall be left unformed to accept two shoulder rivets. Rivets shall be 7/16 inch (11 mm) diameter at the head, solid steel, and spaced to interlock into keyhole slots on the inner wall of upright post.

G. Nominal Shelf Dimensions:

1. Width: As indicated on the drawing(s). 24 inches (610 mm), 30 inches (762 mm), 36 inches

(914 mm), 42 inches (1067 mm), and 48 inches (1219 mm) as required to best meet available room area and media dimensions.

2. Depth: As indicated on the drawing(s). 12 inches (305 mm), 13 inches (330 mm), 15 inches

(381 mm), 16 inches (406 mm), 18 inches (457 mm), 24 inches (610 mm), 26 inches (660 mm), 30 inches (762 mm), 32 inches (813 mm), and 36 inches (914 mm).

3. Shelf Edge Vertical Profile: 3/4 inch (19 mm) maximum.

4. Vertical Adjustment increment: 1-1/2 inches (38 mm)

5. Width of Intermediate uprights: 2 inches (51 mm)

6. Clearance Between Uprights: Nominal shelf section width minus 2 inches (51 mm)

7. Levelness of Completed Shelf Units: Maximum of 1/8 inch (3.2 mm) top to bottom, measured at any upright.

8. Number of Vertical Shelf Spaces: As indicated on the drawings.

9. Vertical Shelf-To-Shelf Spacing: As indicated on the drawings.

H. Load Carrying Capabilities:

1. Provide shelf units capable of supporting a minimum of 40 pounds per lineal foot (18 kg per

305 mm) with maximum deflection of L/140. Shelves shall exhibit no permanent deflection under fully loaded conditions.

a. 48” x 24” Shelf: 378 lbs

b. 36” x 24” Shelf: 378 lbs

c. 48” x 12” Shelf: 450 lbs

d. 36” x 12” Shelf: 450 lbs

I. Accessories:

1. Provide manufacturer’s standard. Location and quantity as indicated on the drawings.

a. Quantum Storage Totes. Colors (As indicated on Spec Summary Sheet)

i. QUS 230 Qty: 540

ii. QUS 235 Qty: 270

iii. QUS 239 Qty: 540

iv. QUS 234 Qty: 504

v. QUS 250 Qty: 147

vi. QUS 260 Qty: 147

vii. QUS 270 Qty: 147

b. Center Stops (XH#1A)

c. Roll-Out Drawers Where Noted (XH#1B)

d. Wire Crafters Lockable Doors

i. Doors to have 180 degree hinge

e. Wire Spool Rods (Project Support Storage EC-134D- XH#1.2)

i. Rod Capacity: 100 lbs

f. All units to come with full height backs.

2.5 FABRICATION

A. General: Coordinate all parties to ensure timely execution of this project and to related work.

2.5 FINISHES

A. Colors:

1. To be selected from manufacturer’s standard available colors. A minimum of 29 standard manufacturer’s colors shall be offered at no additional charge and a minimum of 3 standard metallic colors shall be provided at an additional charge not to exceed 15%. Available custom color matching is optional. All components shall be finished with an electrostatically applied powder coat. NOTE: DUE TO THE HIGH ACTIVITY AND USE OF SYSTEM, NON-TEXTURED PAINT WILL NOT BE ACCEPTED.

B. Powder Coat Finish:

1. Provide electrostatically applied Gloss-Tek™ powder coat. Finish shall consist of a non-glare raised surface that provides fingerprint resistance. Finish shall be a non-VOC emitting hybrid powder coat which meets or exceeds ASTM test criteria for adhesion, flexibility, hardness, and humidity resistance.

PART 3 – EXECUTION

3.1 EXAMINATION

A. For stationary shelving installations, with installer present, examine floor surfaces where shelving will be located for compliance with manufacturer’s requirements for fixed shelving.

B. For mobile shelving installations, with installer present, examine mobile carriages for proper sizing, proper placements of support members for the shelving, and to ensure that mounting surface is square and level.

C. For all installations, it shall be the installer’s responsibility to know and to execute all phases of the installation in compliance with local building codes.

3.2 INSTALLATION

A. General: Follow manufacturer’s documented instructions and procedures.

3.3 FIELD QUALITY CONTROL

A. Verify all uprights, shelves, components and accessories are plumb and level. Correct if necessary.

B. Replace components that are scratched, dented, or damaged in any manner with new items from the manufacturer. Surface scratches may be touched up but repair must be complete and undistinguishable.

3.4 ADJUSTING

B. Adjust all components and accessories to provide smooth operation and proper alignment.

3.5 CLEANING

A. Upon completion of installation, clean all components and surfaces. Remove all packaging material, rubbish and debris resulting from installation immediately upon completion of work and leave area(s) of installation in neat, clean condition.

3.6 DEMONSTRATION/TRAINING

A. Schedule and conduct demonstration of case-type shelf adjustment by manufacturer or dealer authorized representative. Review features and proper operation of accessory items with owner’s personnel.

B. Schedule and conduct maintenance training with owner’s maintenance personnel. Training session should include demonstration of four-post shelf adjustment and proper surface cleaning and preservation procedures that end user personnel would normally perform.

3.7 PROTECTION

A. Protect system against damage during remainder of construction period. Advise owner of additional protection needed to ensure that system will be without damage for remainder of work within the area.

END OF SECTION