REFERENCE ADD#4 06/16/16 SPECIFICATIONS 00010 Table of … · 2016-06-17 · REFERENCE Walmart #5758 Greenacres, FL ADD#4 06/16/16 WAL-MART STORES, INC. 2150272 Page 3 of 3 SHEET

__________________________________________________________________________________ REFERENCE Walmart #5758 Greenacres, FL ADD#4 06/16/16

WAL-MART STORES, INC. 2150272 Page 1 of 3

SPECIFICATIONS 00010 Table of Contents: Added section 02023 and 03363 to T.of C. 01640 Owner Furnished Products: Minor edits to P.F.B.O.S. 02023 Selective Site Demolition: Added entire section. 03363 Polished Concrete Floor Finishes For Interior Slabs: Added entire section. 15700 Heating, Ventilating, and Air Conditioning Equipment: Minor edits. 15800 Selective Site Demolition: Minor edits. ARCHITECTURAL SHEET N1 – GENERAL INFORMATION GENERAL RQUIREMENTS

1. Added note 21. SHEET D1 – DEMOLITION PLAN DETAIL 1 – DEMOLITION PLAN

1. Added note to remove and replace existing exhaust fan in family toilet. SHEET A1 – FLOOR PLAN DETAIL 1 – FLOOR PLAN

1. Edited note, per revised scope of work. SHEET A1.1 – FINISH PLAN DETAIL 1 – FINISH PLAN

1. Added hatching for new concrete slab enhancement. LEGEND

1. Added Concrete Slab Enhancement SHEET A2.1 – EXTERIOR DETAILS AND SIGNAGE DETAIL 6 – SIGN ATTACHMENT AT EIFS ABOVE ROOF LINE

1. Revised note. SHEET A3 – SECTIONS AND DETAILS DETAIL 1 – ENLARGED RESTROOM PLAN

1. Updated electric hand dryer block to surface mounted per specs. DETAIL 2 – FIXTURE HEIGHTS AND CLEARANCES

1. Updated electric hand dryer elevation. SHEET A5.2 – ELEVATIONS AND DETAILS DETAIL 11 – SLAB INFILL DETAIL

1. Removed detail. SHEET A5.3 – BREAKROOM FLOOR PLANS AND DETAILS DETAIL 10 – COUNTER ELEVATION

1. Updated counter dimensions. SHEET A5.4 – TRAINING ROOM PLANS AND DETAILS DETAIL 1 – PERSONNEL/TRAINING ROOM ENLARGED FLOOR PLAN

1. Added overall room dimension. FIRE PROTECTION SHEET FP1 – OVERALL FIRE SPRINKLER PLAN SPRINKLER SYMBOL LEGEND



2. Update sprinkler legend, per third party review. SHEET FP2 – ENLARGED FIRE SPRINKLER PLANS STORE ADDRESS

2. Update store address, per third party review. SHEET FP3 – FIRE PROTECTION DETAILS STORE ADDRESS

2. Update store address, per third party review. MECHANICAL SHEET M1 – MECHANICAL AND PLUMBING PLAN GENERAL NOTES

1. Added note 6, for clarification. MECHANICAL KEYNOTES

1. Added keynote 15.701, for clarification. DETAIL 1 – MECHANICAL AND PLUMBING PLAN

1. Replaced restrooms exhaust fan EF-1 for clarification. SHEET M2 – PARTIAL MECHANICAL PLAN FAN SCHEDULE

1. Added schedule to show technical information of EF-1, for clarification. REFRIGERATION

SHEET GR1– REFRIGERATION PLAN 1. Added detail number 2 reference systems C4. Adjusted detail reference number to match current

scope of work. 2. Updated detail reference system B12. 3. Removed new drops along exterior wall systems C4 and B12. 4. Added keyed note reference system C4. SHEET GR2– REFRIGERATION DETAILS 1. Updated detail number 1 to match current scope of work.

SHEET REM1– REFRIGERATION ENERGY MANAGEMENT PLAN 1. Added existing sensor system C4 to match current scope of work. ELECTRICAL SHEET E1.1 – ENLARGED LIGHTING PLANS LIGHTING FIXTURE SCHEDULE

1. Added fixture type 17 per peer review comments. SHEET E2 – POWER PLAN DETAIL 1 -POWER PLAN

1. Added dimentions for power drop 01A per peer review comments. 2. Added power drop 40A per new RPZ plan.



SHEET E2.1 – ENLARGED POWER PLANS DETAIL 3 –ENLARGED CASH/VESTIBULE POWER PLAN

1. Added mounting height for recept and data outlet for cash recycler per peer review comments. DETAIL 4- ENLARGED FRONT RESTROOM POWER PLAN

1. Added SOW to replace exaust fan per ADD#2 DETAIL 5- ENLARGED BREAKROOM POWEWR PLAN

1. Revised receptacle over sink to be demoed per peer review comments KEYNOTES

1. Added keynote 16.W11 per ADD#2 SHEET E3 – ONE-LINE DIAGRAM DETAILS & SCHEDULES PANEL SCHEDULE L1P

1. Added power drop 40A per new RPZ..

RACKING

SHEET FXS1 – RACK AND SHELVING ANCHORAGE PLAN AND GENERAL NOTES

PLAN 1 – RACK AND SHELVING FIXTURE ANCHOR PLAN • Updated plan to show revised fixture layout.

ANCHORAGE BILL OF MATERIALS • Updated material quantities to correspond with revised fixture layout. END OF DOCUMENT

00010-1 #5758 Greenacres, FL ADD #4 06/16/16 04/07/16

UniSpec II - Store Planning 022616

SECTION 00010 - TABLE OF CONTENTS INTRODUCTORY INFORMATION 00001 Project Title Page 00007 Seals Page 00010 Table of Contents BIDDING REQUIREMENTS Bidding Requirements (including Invitation to Bids, Instructions to Bidders, and Bid Forms) may be obtained through the on-line Wal-Mart Bidding System and are not included in the Project Manual. CONTRACTING REQUIREMENTS Contracting Requirements (including Construction Contract Between Wal-Mart and Contractor, Bond, and Certificate Forms) are issued by the Owner (Wal-Mart) under separate cover and are not included in the Project Manual.

DIVISION 1 - GENERAL REQUIREMENTS 01100 Summary 01131 Alterations Project Procedures 01230 Alternates 01255 Request For Information 01310 Construction Management and Coordination 01312 Progress Meetings 01320 Construction Progress Documentation 01330 Submittal Procedures 01351 Regulatory Compliance 01432 Electrical Installer Qualifications 01452 Contractor’s Quality Control 01454 Architect-Engineer Quality Assurance 01455 Mechanical Equipment Testing, Adjusting, and Balancing 01458 Testing Laboratory Services 01500 Temporary Facilities and Controls 01600 Product Requirements 01640 Owner Furnished Products 01700 Execution Requirements 01731 Cutting and Patching 01740 Cleaning 01742 Construction/Demolition Waste Management and Disposal 01743 Hazardous/Universal Waste Management and Disposal 01770 Contract Closeout

DIVISION 2 - SITE CONSTRUCTION 02023 Selective Site Demolition 02224 Removal and Recycling of Acoustical Ceiling Tile (ACT) 02251 Shoring 02765 Pavement Markings 02890 Traffic Signs and Signals

DIVISION 2.1 - CIVIL SITE CONSTRUCTION (By Civil Engineer of Record) NOT APPLICABLE


DIVISION 3 - CONCRETE 03363 Polished Concrete Floor Finishes For Interior Slabs 03905 Interior Concrete Slab Repairs and Joint Filler Replacement

DIVISION 4 - MASONRY NOT APPLICABLE

DIVISION 5 - METALS 05500 Metal Fabrications

DIVISION 6 - WOOD AND PLASTICS 06065 Plastic Materials 06100 Rough Carpentry 06165 Fiberboard Panels 06200 Finish Carpentry 06400 Architectural Woodwork 06424 Protective Surfacing 06610 Glass Fiber Reinforced Plastic

DIVISION 7 - THERMAL AND MOISTURE PROTECTION 07210 Building Insulation 07243 Water-Drainage Exterior Insulation and Finish System (EIFS) 07840 Firestopping 07900 Joint Sealers

DIVISION 8 - DOORS AND WINDOWS 08110 Steel Doors and Frames 08122 Aluminum Frames 08311 Access Doors and Frames 08381 Flexible Strip Doors 08383 Traffic Doors 08462 Automatic Sliding Entrance Doors 08710 Door Hardware 08800 Glazing

DIVISION 9 - FINISHES 09250 Gypsum Board 09310 Ceramic Tile 09511 Acoustical Panel Ceilings 09650 Resilient Flooring 09655 Resilient Base and Accessories 09680 Carpet 09900 Paints and Coatings

DIVISION 10 - SPECIALTIES 10160 Metal Toilet Compartments 10200 Vents and Louvers 10260 Wall and Corner Guards 10810 Toilet Accessories

DIVISION 11 - EQUIPMENT 11400 Food Service Equipment


DIVISION 12 - FURNISHINGS NOT APPLICABLE

DIVISION 13 - SPECIAL CONSTRUCTION 13810 Energy Management System (EMS)

DIVISION 13.1 - FIRE PROTECTION (By Fire Protection Engineer of Record) The Sections within this Division are the responsibility of the Fire Protection Engineer. The Engineering Consultant, the seal and license number of the Professional Engineer registered in the State where the project is located, are also shown on the Seals Page. 13900 Fire Suppression

DIVISION 14 - CONVEYING SYSTEMS NOT APPLICABLE

DIVISION 15 - MECHANICAL (By M.E.P. Engineer of Record) The Sections within this Division are the responsibility of the Mechanical Engineer. The Engineering Consultant, the seal and license number of the Professional Engineer registered in the State where the project is located, are also shown on the Seals Page. 15050 Basic Mechanical Materials and Methods 15100 Building Services Piping and Equipment 15410 Plumbing Fixtures 15600 Refrigeration Systems 15700 Heating, Ventilating, and Air Conditioning Equipment 15800 Air Distribution

DIVISION 16 - ELECTRICAL (By M.E.P. Engineer of Record) The Sections within this Division are the responsibility of the Electrical Engineer. The Engineering Consultant, the seal and license number of the Professional Engineer registered in the State where the project is located, are also shown on the Seals Page. 16050 Basic Electrical Materials and Methods 16100 Wiring Methods 16402 Low Voltage Service and Distribution 16410 Enclosed Switches and Circuit Breakers 16442 Branch Circuit Panelboards 16500 Lighting 16700 Communications END OF TABLE OF CONTENTS

01640-1 #5768 Greenacres, FL ADD #4 06/16/16 PR #1 05/27/16 04/07/16

UniSpec II - Store Planning 042916

SECTION 01640 - OWNER FURNISHED PRODUCTS

PART 1 GENERAL

1.1 SUMMARY

A. Section Includes: 1. Wal-Mart Furnished Products.

B. Related Sections: 1. Section 01600 - Product Requirements: General product requirements related to all products.

1.2 DEFINITIONS

A. Owner: Defined in Construction Agreement. Owner may also be referred to as Wal-Mart.

1.3 RESPONSIBILITIES FOR WAL-MART FURNISHED PRODUCTS

A. Product Delivery: Unless specified otherwise, product supplier will deliver products to jobsite for Contractor to receive on delivery date established by Contractor. Supplier will contact Contractor after Award of Contract to establish a product delivery and installation date, quantities of materials, and a coordination procedure. In the event Supplier contact cannot be made, contactRPS Construction and Equipment at (479) 204-0683, Option 3, or e-mail: [email protected].

B. Wal-Mart Responsibilities: 1. Responsibilities by Wal-Mart shall correspond to the party furnishing the product as specified hereinafter. 2. Arrange for delivery of supplier furnished shop drawings, product data, samples, and installation instructions to

Contractor. 3. Arrange and pay for product delivery to site, in accordance with agreed upon construction management plan in

Section 01320.

C. Contractor Responsibilities: 1. Review supplier furnished shop drawings, product data, and samples under provisions of Section 01330. Submit

to supplier with notification to Architect and Wal-Mart's Construction Department of any discrepancies or problems anticipated in the use the products.

2. Receive and unload products at the Site when specified. 3. Verify quantity of products furnished with shop drawings, Final Field Use Drawings, or Bills of Lading as

applicable. 4. Promptly inspect products upon receipt for shortages, damaged, or defective items; report to Wal-Mart's

Construction Department. Upon notification, Wal-Mart will arrange for delivery of replacement products. 5. Handle products at site, including uncrating, storage, and protection unless otherwise specified. 6. Install products when specified. 7. Provide for installation and hook-up at time of delivery of Wal-Mart installed equipment. 8. Protect installed products from damage. 9. Replace items damaged by Contractor. 10. Remove trash, debris, and rubbish. 11. Manufacturing Defects: Report suspected product manufacturing defects to Wal-Mart Construction Manager

and Product Supplier. Upon notification, Wal-Mart will arrange for repair of product manufacturing defects.

1.4 CONTRACTOR INSTALLATION OF WAL-MART FURNISHED PRODUCTS

A. Install in accordance with manufacturer's instructions.

B. Unpack and set in place, plumb, level, and secure.


C. Connect to mechanical, plumbing, and electrical systems as required.

D. Remove packaging and clean products.

E. Test and adjust as required.

PART 2 PRODUCTS

NOT USED

PART 3 EXECUTION

3.1 PRODUCTS FURNISHED BY OTHERS

A. Equipment may be furnished by Wal-Mart for installation by either the Contractor or by others as specified in the Products Furnished by Others Schedule included hereinafter.

B. The Products Furnished by Others Schedule includes a listing of Owner furnished products as required in the listed specifications sections or drawings. Refer to the applicable drawings or individual sections for specific details regarding Owner furnished products therein. The Schedule provides summary information only and does not preclude or supersede requirements contained in the individual sections. Contact Wal-Mart Contracts Administration for resolution of discrepancy between Schedule and Drawings or individual Sections.

C. Coordinate installation of Wal-Mart installed products and equipment. Work in harmony with all subcontractors, suppliers and manufacturers. Unless otherwise specified, Contractor shall coordinate delivery date of Wal-Mart furnished equipment. If significant order lead times are required for a specific product, lead time shall be as specified for that product.

3.2 CONTACTS

A. Contact information for vendors of Wal-Mart Furnished Equipment will be made available to the Contractor at the Pre-Construction Conference or upon request by the Contractor to the Construction Manager. A limited list of contacts are as follows:

PRODUCTS FURNISHED BY OTHERS SCHEDULE Specification Section

Description Furnished By

Received By

Installed By

Order Date*

Delivery Date*

Drawings Interior Stainless Steel Pipe Bollards

Wal-Mart Contractor Contractor Contractor to schedule

06400 Pharmacy Privacy Wall Caps Wal-Mart Contractor Contractor Contractor to Schedule

06610 Glass Fiber Reinforced Plastic Panels

Wal-Mart Contractor Contractor Contractor to Schedule

08383 Traffic Doors Wal-Mart Contractor Contractor Contractor to coordinate with specified supplier in first week of construction

08462 Aluminum Automatic Sliding Doors Wal-Mart Separate Contractor

Separate Contractor

Contractor to Schedule

09310 Ceramic Tile and Accessories Wal-Mart Contractor Contractor Contractor to Schedule

09650 Resilient Floor Tile and Adhesive Wal-Mart Contractor Contractor Contractor to Schedule

Floor Treatment Materials Wal-Mart Contractor Contactor Contractor to Schedule


Specification Section


Received By

Installed By

Order Date*

Delivery Date*

09655 Resilient Base and Accessories Wal-Mart Contractor Contractor Contractor to Schedule

09680 Carpet C-1 (Pharmacy) Wal-Mart Contractor Contractor Contractor to Schedule

09900 Paints (Limited Quantities) Wal-Mart Contractor Contractor Contractor to schedule

Drawings Metal Toilet Compartment Door Hardware


10260 Refrigerated Case Protection Wal-Mart Contractor Contractor Contractor to Schedule

Drawings Signage (unless otherwise noted) Wal-Mart Contractor Separate Contractor

Contractor to Schedule w/Sign Dept.

10810 Toilet Accessories Wal-Mart Contractor Contractor Contractor to Schedule

11400 Food Service Equipment Refer to Grocery Drawings for Schedule of Equipment

Contractor coordinate with equipment supplier

13810 Energy Monitoring and Control Systems

Wal-Mart, unless noted otherwise

Contractor Contractor Contractor to Schedule

15100 Pumps (except Truck Well Pumps) and Water Piping Specialties (Examples: drains, cleanouts, hose bibbs, hydrants, valves, vacuum breakers, mixing valves, pressure reducing valves, expansion tanks)


15410 Plumbing Fixtures Wal-Mart Contractor Contractor Contractor to schedule

15600 Refrigeration and Refrigeration Equipment including Compressor Rack Systems, Condensers, Condensing Units, Evaporators, Ice Flakers, Produce Misting Systems, Refrigeration Alarm System

Wal-Mart Contractor Contractor Contractor to coordinate w/ Wal-Mart Mechanical Services Dept.

Grocery Drawings

Walk-In Components and Doors Refer to Architectural Drawings for Schedule of Equipment

Contractor to coordinate w/ Wal-Mart Mechanical Services Dept.

Grocery Drawings

Refrigerated Cases Refer to Architectural Drawings for Schedule of Equipment


Grocery Drawings

Hot Cases Refer to Architectural Drawings for Schedule of Equipment


16500 and Electrical Drawings

Light Fixtures Refer to Electrical Drawings for Lighting Fixture Schedule

Contractor to schedule delivery

Pharmacy Drawings

Equipment Tree Wal-Mart Contractor Contractor Wal-Mart to schedule delivery


Specification Section


Received By

Installed By

Order Date*

Delivery Date*

Architectural Drawings

Sales Area Merchandise Fixtures Gondolas Half Gondolas Heavy Duty Gondolas End Caps

Wal-Mart Wal-Mart Wal-Mart Wal-Mart to Schedule


High Stock Fixed Racks/Lockable Storage Rack Systems

Wal-Mart Wal-Mart Wal-Mart Contractor to Schedule

16700 Telephone Service Installed Wal-Mart Wal-Mart Wal-Mart Contractor to Schedule

Electrical Drawings

Fire Alarm System Separate Contractor

Separate Contractor

Separate Contractor



Fire Extinguishers Wal-Mart Wal-Mart Wal-Mart Contractor to Schedule

Electrical Drawings

Power Poles for Cash Registers Wal-Mart Contractor Contractor Week of possession

Electrical Drawings

Pre-wired Power Poles Wal-Mart Contractor Contractor Contractor to Schedule

Drawings Cash Registers Wal-Mart Wal-Mart Separate Contractor

Week of possession

Drawings Alarm Systems Separate Contractor

Separate Contractor

Separate Contractor


16700 Telecommunications/Data Systems Wal-Mart Wal-Mart Wal-Mart Contractor to Schedule

* Dates are based on number of weeks prior to possession (unless noted otherwise).

END OF SCHEDULE

02023-1 #5758 Greenacres, FL ADD #4 06/16/16

UniSpec II- Store Planning 062615

SECTION 02023 - SELECTIVE SITE DEMOLITION

PART 1 GENERAL

1.1 SUMMARY

A. Section Includes: 1. Procedures for demolition and removal of existing building elements. 2. Protection of existing construction. 3. Salvaged material and items. 4. Schedule of building demolition. 5. Disposal of demolished materials (non-hazardous and hazardous).

B. Related Sections: 1. Section 01100 - Summary: Restrictions for Work within and adjacent to existing building areas. 2. Section 01351 - Compliance:

a. Removal and disposal of resilient flooring and acoustical ceiling tile to be recycled. b. Removal and disposal of hazardous construction and demolition waste. c. Removal and disposal of non-hazardous demolition waste and debris and management of salvaged

items. 3. Section 01500 - Temporary Facilities and Controls: Temporary protection and barriers. Removal and

disposal of demolished materials. 4. Section 01700 - Execution Requirements. 5. Section 01731 - Cutting and Patching: Requirements and limitations for cutting and patching Work. 6. Section 02251 - Shoring: Requirements for shoring and bracing.

1.2 SYSTEM DESCRIPTION

A. Selective Demolition Requirements: 1. Perform demolition in construction sequence phases as required by the scope of Work and as agreed upon

with the Wal-Mart Construction Manager. 2. Work necessary and required to facilitate the new construction indicated. 3. Demolish so that construction, new and existing, can be performed and completed in accordance with

construction documents. 4. Visit the project site and become familiar with the existing conditions and project requirements. 5. Clarify the scope of the Work under this Section including salvage material. The Owner will be

responsible for removing materials and equipment which the Owner wishes to salvage prior to the beginning of this Work.

6. Retain existing fire protection sprinkler system in place and active. 7. Contractor is responsible for damage to existing structure and replacement or repair of damage. 8. Repair, replace, or rebuild existing construction as required or as directed which has been removed, altered,

or disrupted to allow for new construction. Correct existing construction to match adjacent construction, new or existing as specified in Section 01731.

B. Regulatory Requirements: 1. Conform to applicable code for demolition of structures, safety of adjacent structures, runoff control, and

disposal. 2. Comply with applicable local and state dust control regulations. 3. Obtain required permits from authorities having jurisdiction and submit to Wal-Mart. 4. Notify affected utility companies before starting work and comply with their requirements. Submit

Certificates for severance of utility services and submit confirmation documentation of all utility company contacts to Wal-Mart.

5. Do not close or obstruct roadways, sidewalks, or hydrants without permits from authorities having jurisdiction and Wal-Mart Construction Manager.


6. Conform to applicable regulatory procedures when discovering hazardous or contaminated materials. 7. Test soils around buried tanks for contamination (where buried tanks occur).

1.3 PROJECT CONDITIONS

A. Owner will continuously occupy areas of building immediately adjacent to areas of selective demolition. Work within and adjacent to existing building areas will be restricted to areas and hours specified in Section 01700.

B. Conditions of Structure: 1. Owner assumes no responsibility for actual condition of items or structures to be demolished. 2. Conditions existing at time of inspection for bidding purposes will be maintained by Owner insofar as

practical. 3. Variations within structure may occur by Owner's removal and salvage operations prior to start of selective

demolition work.

C. Traffic: Conduct selective demolition and debris removal in manner to ensure minimum interference with roads, streets, walks, and other adjacent occupied or used facilities. Provide traffic controls as specified in Section 01500.

1.4 QUALITY ASSURANCE

A. Qualifications: Engage only personnel who can demonstrate not less that five (5) years successful experience in Work of similar character.

B. Performance Criteria: 1. Requirements of Structural Work: Do not cut structural work in a manner resulting in a reduction of load-

carrying capacity of load/deflection ratio. 2. Operational and Safety Limitations: Do not cut operational elements and safety-related components in a

manner resulting in a reduction of capacities to perform in a manner intended or resulting in a decreased operational life, increased maintenance, or decreased safety.

3. Visual Requirements: Do not cut work which is exposed on the exterior or exposed in occupied spaces of the building in a manner resulting in a reduction of visual qualities or resulting in substantial evidence of the demolition work judged by the Architect to be cut and patched in a visually unsatisfactory manner.

4. Loading: Do not superimpose loads at any point upon existing structure beyond design capacity including loads attributable to materials, construction equipment, demolition operations, and shoring and bracing.

5. Vibration: Do not use means, methods, techniques, or procedures which would induce vibration into any element of the structure.

6. Fire: Do not use means, methods, techniques, or procedures which would produce any fire hazard. 7. Water: Do not use means, methods, techniques, or procedures which would produce water run-off, and

water pollution. Refer to Section 01500 for related requirements. 8. Air Pollution: Do not use means, methods, techniques or procedures which would produce uncontrolled

dust, fumes, or other damaging air pollution.

1.5 UTILITY SERVICES

A. Maintain existing utilities. Keep in service and protect against damage during demolition operations.

B. Do not interrupt existing utilities serving occupied or used facilities except when authorized in writing by authorities having jurisdiction and approval by Wal-Mart Construction Manager.

C. Provide temporary services during interruptions to existing utilities as acceptable to governing authorities.

D. Locate, identify, stub off, and disconnect utility services not to remain.

E. Provide by-pass connections as necessary to maintain continuity of service to occupied areas of building.


F. Provide advance notice to Wal-Mart if shut-down of service is necessary during change-over.

1.6 PROJECT SITE

A. Indicated "Existing Construction" was obtained from existing drawings. Verify existing conditions and notify the Wal-Mart Construction Manager of discrepancies before proceeding with the Work.

B. Perform removal, cutting, drilling, etc., of existing work with extreme care, and use small tools in order not to jeopardize the structural integrity of the building.

C. Occupancy: Contractor will have limited use of the facility during construction as specified in Section 01700.

D. Condition of Structure: The Owner assumes no responsibility for the actual condition of portions of the structure to be demolished.

E. Protection: Ensure that the safe passage of persons around the area of demolition is provided. Conduct operations to prevent damage to adjacent buildings, structures, and other facilities, and injury to persons.

1.7 SEQUENCING AND SCHEDULING

A. Comply with Wal-Mart approved schedule for sequence of operations for selective demolition work.

B. Include coordination for shut-off, capping, and continuation of utility services as required, together with details for dust and noise control.

C. Provide detailed sequence of demolition and removal work to ensure uninterrupted progress of Owner's on-site operations.

D. Conduct selective demolition work in manner to minimize disruption of Owner's normal operations.

E. Provide Wal-Mart advance notice of demolition activities impacting Wal-Mart's normal operations as specified in Section 01700.

1.8 SHORING AND BRACING

A. Provide temporary shoring, bracing and supports for building structure as required for support of structure during demolition of existing structural elements and to prevent movement, settlement of existing building and adjacent buildings and facilities to remain as specified in Section 02251.

PART 2 PRODUCTS

2.1 MATERIALS

A. Designated materials and equipment for re-installation: Carefully remove, store, and protect.

B. Wal-Mart Salvage: Clean, store, and transfer designated materials and equipment to Owner, and obtain receipt. Wal-Mart salvage items include but are not limited to: 1. Store fixtures. 2. Storage racks. 3. Store equipment. 4. Salvage items as indicated on Drawings.

C. Contractor's Salvage: 1. Contractor shall verify with and obtain approval from Wal-Mart Construction Manager for all Contractor

salvage items prior to their removal from site. 2. Transport salvaged items from site as items are removed.


3. Storage or sale of removed items on site not permitted.

D. Replace materials scheduled for reuse which are damaged to the extent that they cannot be reused. Replace with equal quality material at no additional cost to the Owner as specified in Section 01700.

E. Coordinate with the Owner on disposition of salvage items not scheduled for reuse, demolished materials, and equipment. Deliver salvaged materials, not reused, as directed, by or to the Owner.

F. Prior to performing any demolition, coordinate with EMS contractor for EMS controls/equipment required to be reused or salvaged.

PART 3 EXECUTION

3.1 EXAMINATION

A. Examine surfaces and adjacent areas of Work under this Section. Do not proceed with Work until unsatisfactory conditions have been corrected.

B. Starting Work constitutes acceptance of existing conditions.

3.2 PREPARATION

A. Ensure safe passage of persons around area of demolition.

B. Erect temporary covered passageways as specified in Section 01500.

C. Protect existing finish work to remain in place.

D. Protect floors with suitable coverage.

E. Construct temporary insulated solid dustproof partitions where noise or extensive dirt or dust operations are performed. Equip partitions with dustproof doors and security locks if required as specified in Section 01500.

F. Provide temporary weather protection between demolition and removal of existing construction on exterior surfaces and installation of new construction to ensure no water leakage or damage occurs to structure or interior areas of existing building as specified in Section 01500.

G. Cease operations and notify Wal-Mart Construction Manager immediately if safety of structure appears to be endangered.

H. Take precautions to support structure until determination is made for continuing operations.

I. Cover and protect furniture, equipment, and fixtures to remain from soiling or damage when demolition work is performed in rooms or areas from which such items have not been removed.

3.3 DEMOLITION

A. Demolition work within existing building shall be scheduled with the Wal-Mart Construction Manager for approved times of day. 1. Submit written request for approval to the Wal-Mart Construction Manager 14 calendar days in advance of

the date Contractor demolition work is required to begin in the existing building.

B. The Owner will remove or, under separate contract, have materials and equipment which the Owner requires removed, prior to commencement of Work under this Section. Coordinate scheduling of removal of Owner materials and equipment with Wal-Mart Construction Manager and Store Manager.


C. Demolition: 1. Perform demolition work in systematic manner. 2. Demolish concrete and masonry in small sections. 3. Cut concrete and masonry at junctures with construction to remain, using masonry saws or hand tools, and

make cuts straight and square with building. 4. Do not use powder-driven impact tools. 5. Locate demolition equipment throughout structure and promptly remove debris to avoid imposing

excessive loads on supporting walls, floor, or framing. 6. Perform cutting of existing concrete and masonry construction with saws and core drills. Do not use jack-

hammers or explosives. 7. Patch with seams which are durable and as invisible as possible. Comply with specified tolerances for the

work. 8. Where selective demolition terminates at a "surface" or construction "to remain," completely remove all

traces of material selectively demolished, including mortar beds. Provide smooth, even substrate transition as specified in Section 01731.

9. Demolition shall be carried out in a safe manner and in strict accordance with OSHA regulations. 10. The Contractor shall field verify the extent of demolition. The Work includes, but is not limited to, the

demolition and removal of walls, doors, fixtures, plumbing, mechanical and electrical items including conduits and ductwork as shown on Drawing or as required for the installation of the new Work for a complete job.

11. When utilities are removed, cap and seal a minimum of 8" below finish floor or a minimum of 6" above finish ceiling.

12. When removing existing structural items, provide adequate shoring, bracing and support systems to keep the existing structure intact and in a safe condition. Refer to Section 02251.

D. Demolition of Interior Slabs on Grade: 1. Use removal methods that will not crack, undermine or structurally disturb adjacent slabs or partitions. 2. At interior concrete slabs on grade to receive floor coverings as final finish, minimum width of trench shall

be as required to allow for compacting machine to properly compact the base. Manual compaction methods are not acceptable.

3. At interior concrete slabs on grade to receive exposed concrete finish (sealed or unsealed), demolish existing interior slab on grade as shown on the Drawings. No trenching shall be allowed in areas to receive exposed concrete finish.

4. Prior to proposed cutting, install 36” wide rosin paper outside of area to be removed in order to reduce scarring of slab which is to remain.

E. Environmental Controls: 1. Use water sprinkling, temporary enclosures, and other suitable methods to limit dust and dirt rising and

scattering in air to lowest practical level. 2. Comply with governing regulations pertaining to environmental protection. 3. Do not use water when it may create hazardous or objectionable conditions, such as ice, flooding, or

pollution.

F. Below Grade Demolition: 1. Demolish and remove below grade wood or metal construction. 2. Break up below grade concrete slabs.

G. Filling Below-Grade Voids: 1. Fill below grade areas and voids resulting from demolition work. 2. Use fill consisting of earth, gravel, or sand, free of trash and debris, stones over 6 inches diameter, roots, or

other organic matter.

H. If unanticipated mechanical, electrical, or structural elements conflicting with intended function or design are encountered, submit written report of nature and extent of conflict to Architect and Wal-Mart Construction Manager. Rearrange demolition schedule to continue job progress without delay.


3.4 DISPOSAL OF DEMOLISHED MATERIALS

A. Dispose of non-hazardous demolished materials as specified in Regulatory Compliance Section 01351.

B. Comply with the requirements of Regulatory Compliance Section 01351 (Par 3.6.2 of the Supplement) for hazardous construction and demolition waste management and disposal.

C. Deposit waste materials, rubbish, and debris in waste containers.

D. Do not allow waste materials, rubbish, and debris to accumulate and become an unsightly or hazardous condition.

E. If hazardous materials are encountered during demolition operations, comply with applicable regulations, laws, and ordinances concerning removal, handling, and protection against exposure or environmental pollution. Notify Wal-Mart Construction Manager, in writing, of hazardous materials encountered.

3.5 POLLUTION CONTROLS

A. Use temporary enclosures and other suitable methods to limit the amount of dust and dirt rising and scattering in the air to the lowest practical level.

B. Comply with governing authorities pertaining to environmental protection.

C. Clean adjacent portion of the structure and improvement of dust, dirt and debris caused by demolition operations, as directed by the Wal-Mart Construction Manager and governing authorities. Return adjacent areas to conditions existing prior to the start of the work.

D. Burning of trash, debris, or removed materials not permitted on site.

3.6 SCHEDULE OF SELECTIVE DEMOLITION

A. Remove and dispose of existing building items and adjacent sitework items as required for Work and as indicated on Drawings.

B. Sitework Adjacent to Building: 1. Fencing, gates and concrete post footings. 2. Asphalt concrete paving. 3. Metal handrails and railings.

C. Interior or Exterior Slab on Grade: 1. Locate portion of existing concrete slab to be removed. 2. Wet saw concrete slabs along straight lines to full depth of slab where concrete is to be removed. The

method of removal shall maintain the undamaged slab edge within the sawed line. Jack hammers may not be used at any time to remove/cut concrete from the existing interior slab.

3. Break concrete slab to be removed into portions easily removed, maximum 30-inch dimension at any side. 4. Remove concrete pieces within area of slab demolition down to the existing subgrade.

D. Exterior Masonry: 1. Locate portion of existing masonry wall to be removed. Units which are removed: "tooth" from existing

construction. 2. Verify that temporary supports, enclosures, and bracing are in place and adequate for intended purpose. 3. Remove only that portion of the exterior wall which is required for the indicated new construction.

E. Below Grade Construction: 1. Remove below grade construction including foundation work, column footings, and abandon mechanical,

plumbing, and electrical work as indicated.


F. Interior Walls and Partitions: 1. Remove interior walls and partitions as indicated. 2. Remove all top and bottom framing tracks and overhead braces of partitions being removed.

G. Doors and Frames: 1. Remove hollow metal doors and frames. 2. Remove aluminum storefront doors and frames. 3. Remove aluminum automatic doors and frames, unless otherwise noted on Drawings.

H. Interior Finishes: 1. Remove carpet and carpet adhesives. 2. Removal and recycling or reclamation of acoustical ceiling tile (ACT) is specified in the Attachments to

Compliance Specification Section 01351.

I. Mechanical System: 1. Remove mechanical equipment and related ductwork as indicated. 2. Provide temporary weathertight protection of openings in roof and exterior walls. 3. Remove accessories to the mechanical system including, but not limited to, hanger straps.

J. Plumbing: 1. Remove plumbing fixtures and accessories including exposed supply, waste, and vent piping as indicated. 2. Identify concealed piping within and below slab construction, and cap a minimum of 3 inches below finish

floor unless otherwise noted.

K. Electrical Service: 1. Remove abandoned electrical fixtures, conduit, boxes, and wiring as indicated. 2. Remove electrical circuits including conduit as indicated.

L. Lighting: 1. Remove existing light fixtures as indicated or as required for new construction.

END OF SECTION

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#5758 Greenacres, FL ADD #4 06/16/16

SECTION 03363 - POLISHED CONCRETE FLOOR FINISHES FOR INTERIOR SLABS

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes: 1. For existing interior slabs.

a. Removal of existing floor finishes (sealers, coatings, tile, etc.) and underlayments, as necessary. b. Interior concrete slab surface enhancement.

1) Progressive wet polishing of slab surface using propane powered planetary or multi-head ro-tary polishing equipment and approved diamond segments no lower than 100 hybrid resins to achieve specified Finish Requirements.

2) Application of reactive densifier, penetrating stain protector and burnishing to specified Fin-ish Requirements.

2. For new interior slabs placed under Section 03314. a. Progressive wet polishing and burnishing of slab surface, including application of concrete surface

colorant system and penetrating stain protector, to specified Finish Requirements.

B. Furnish all labor, material, equipment, and services necessary to perform the work in this section. 1. Use of Wal-Mart owned equipment is not allowed.

C. Related Requirements: 1. Section 01330 - Submittal Procedures: Procedures for submittals. 2. Section 01351 – Regulatory Compliance: Waste management and disposal. 3. Section 01458 - Testing Laboratory Services: Procedures for inspection, testing, and documentation by

Owner-furnished Construction Testing Laboratory. 4. Section 01500 - Temporary Facilities and Controls: Requirements for control of substances that have the po-

tential for polluting surface and/or groundwater. Requirements for storage of materials and equipment at the project site.

5. Section 01700 - Execution Requirements: Requirements for use of electrical and propane powered equip-ment.

6. Section 01770 - Contract Closeout 7. Section 03314 - Cast-in-Place Concrete Slabs (Interior) 8. Section 03905 - Interior Concrete Slab Repairs and Joint Filler Replacement

1.2 REFERENCES

A. The publications listed below form a part of this specification to the extent referenced. Publications are referenced within the text by the basic designation only.

B. American Society for Testing and Materials: 1. ASTM D 1455 Standard Test Method for 60° Specular Gloss of Emulsion Floor Polish

C. Concrete Polishing Association of America (CPAA).

1.3 SUBMITTALS

A. Within 21 days after award of prime contract, submit in accordance with procedures specified in Section 01330. Unless otherwise specified herein, send submittals to Architect of Record as specified in Section 01330.

1. Submit the following items required within this section and Section 03905 in a single submittal via e-mail (maximum document size 10Mb).

a. Manufacturer and model numbers of all equipment to be used. b. Slab Enhancement Subcontractor qualifications. c. Anticipated slab enhancement Floor Polishing Plan.

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2. If Contractor fails to submit a complete Concrete Slab Enhancement Submittal Package within 21 days after award of prime contract, the Contractor shall pay the Owner $250.00 per day as liquidated damages and not as a penalty, until the fully completed Concrete Slab Enhancement submittal package is received by the Ar-chitect of Record.

3. Submittals shall be complete, accurate, and in full compliance with contract requirements for proper and timely approval.

4. Maintain one copy of approved documents on site. 5. Identify submittals explicitly in accordance with Section 01330. 6. Fill out and submit attached Concrete Slab Enhancement Submittal Form attached at the end of this Section.

B. Submittal Rejections: 1. Submittals which do not comply with Contract Documents will be rejected. If submittal is rejected for any

reason, Wal-Mart Stores, Inc., will back-charge the Contractor $200.00 via Change Order, to cover the pro-cessing costs of each subsequent review until submittal is approved. Reasons for submittal rejections in-clude, but are not limited to, the following:

a. Incomplete Concrete Slab Enhancement Submittal Package. b. Lack of required certifications. c. Unspecified equipment. d. Unspecified products.

2. Rejected submittals shall be revised and resubmitted until approved. Extension of Contract time will not be allowed for rejected submittals.

a. The Contractor shall revise and resubmit rejected submittals within 7 days of receipt of rejected submittals.

b. The Contractor shall verify that the Slab Enhancement subcontractor has addressed all required revi-sions in the re-submittal.

C. Product Data Sheets: 1. High pH Cleaner: Brand name, chemical composition, dilution rate, installation directions and certificates of

compliance with required standards, if applicable. 2. Reactive Surface Densifier, Penetrating Stain Protector and Colorant Densifier System: Brand name, chemi-

cal composition, installation directions and certificates of compliance with required standards.

D. Manufacturer and model numbers of all equipment to be used (as specified): 1. All polishing machines. 2. Manufacturer and model of diamond polishing segments. Product data and procedure of polishing must be

submitted for verification of compatibility, prior to beginning slab enhancement work. 3. High speed burnishing equipment, including burnishing pads. Product data for pads must be submitted for

verification of pad texture prior to beginning burnishing work. 4. Scrubber machines. 5. Concrete slurry waste disposal. Refer to Section 01500.

E. Slab Enhancement Subcontractor Requirements: 1. Slab Enhancement Subcontractor Qualifications: Provide to General Contractor a list of a minimum of 5

projects performed within last two years of similar type, size, and complexity. Submit project names, ad-dresses, contacts, phone numbers, and scope of work for each project at time of Bid and within Slab En-hancement Submittal Package.

a. Complete Concrete Slab Enhancement Qualification Statement of Conformance at end of this Sec-tion.

b. Slab Enhancement Subcontractor shall be a contractor possessing current certifications at time of Bid.

c. Approved Subcontractor: The Slab Enhancement Subcontractor shall be the following: 1) Refuse Materials, Inc.; Ocilla, GA (229) 468-9822. Contact: DA Pope

2. Slab Enhancement Subcontractor Certifications: Provide to General Contractor a letter of certification from

manufacturers of all products and equipment specified herein at time of Bid and within Submittal Package. Letter shall state that the applicator is a certified applicator of the system and is familiar with proper proce-dures and installation methods as required by the manufacturer for:

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a. Polishing equipment and diamond segments. b. Reactive surface densifier. c. Penetrating Stain Protector d. Concrete surface colorant system.

3. A minimum of one installer for work requiring manufacturer’s certification, possessing manufacturer’s doc-uments that state this individual has been specifically trained, must be present during all installations of such work. Each certified individual shall retain identification noting these credential at all times for site verifi-cation.

4. Slab Enhancement Subcontractor personnel shall remain the same throughout the completion of specified work, unless approved in writing by Wal-Mart.

5. Slab Enhancement Subcontractor shall not sub-subcontract any work in this Section.

F. Anticipated Slab Enhancement Floor Polishing Plan: 1. Prior to commencement of work, submit a Floor Polishing Plan (developed from Sheet A-1.1 “Slab Finish

Plan”) including: a. Size, location and anticipated progression of individual nightly work areas, forecasted one week

from current date of submission. b. Location of all cracks, spalls and other surface defects requiring repairs in accordance with Section

03905. c. Concrete slurry waste disposal location. d. Unique work requirement locations (i.e. joint repairs, floor patching, etc.) e. Anticipated start and finish date of work

2. Use plan to document gloss value measurements, as reported weekly from CTL. 3. Plan shall be reviewed and accepted by Wal-Mart Construction Manager and Store Manager prior to start of

work. 4. Submit approved Plan in PDF format.

G. Before and after photographs of Mock-Up. 1. Submit photos prior to and after mock-up approved by Wal-Mart Construction Manager to Architect of

Record by e-mail minimum of 48 hours prior to mandatory pre-installation meeting.

H. Test Results: 1. Submit final floor gloss test reports produced by the Construction Testing Laboratory to the Architect of

Record, Wal-Mart’s Concrete Consultant and the Wal-Mart Construction Manager via email as specified.

1.4 CLOSEOUT SUBMITTALS

A. Comply with the requirements of Section 01770.

B. Maintenance Data: Submit maintenance data as follows: 1. Manufacturer’s technical product data and literature. 2. Storage and handling requirements and recommendations. 3. Manufacturer’s safety data sheets and related safety requirements. 4. As-built Floor Polishing Plan, including the following:

a. Final CTL Gloss Measurements. b. Location of all slab repairs, including referenced photographs. c. Digital Colored Photographs, in sufficient quantity to provide general indication of quality of work

performed. Images shall be emailed to Wal-Mart Construction Manager and Architect of Record. 5. Methods of maintaining polished slabs, including a listing of approved cleaning and stain removal products

and procedures. 6. Manufacturer’s recommended maintenance schedule. 7. Precautions for cleaning materials and methods that could be detrimental to burnished concrete.


A. Accessibility Requirements

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1. Comply with applicable requirements of the Americans with Disabilities Act Accessibility Guidelines (ADAAGs) for Buildings and Facilities; Final Guidelines, revisions, and updates for static coefficient of friction for walkway surfaces.

B. Concrete Polishing Association of America (CPAA) guideline on levels of aggregate exposure.

C. Environmental Requirements: 1. Comply with the requirements of Sections 01742 and 01743 for construction and demolition waste man-

agement and disposal. 2. Comply with current Federal, state and local air quality regulations and with Federal requirements on con-

crete silica dust emissions. Do not dry grind or dry polish slab surface. 3. Comply with current Federal, state and local toxicity and air quality regulations and with Federal require-

ments on content of lead, mercury, and other heavy metals. Do not use solvents in floor polish products that contribute to air pollution.

4. Refer to Section 01700 for requirements related to acceptable power sources specified hereinafter. 5. Limit and control dust and moisture created by concrete surface enhancement work to meet all local, state,

and Federal ordinances, codes and laws. 6. Limit and control damage from slurry caused by surface preparation and polishing. 7. Comply with manufacturer’s written instructions for substrate temperature and moisture content, ambient

temperature and humidity, ventilation and other conditions affecting chemical performance. 8. Close finished slab area to traffic during application and after application for a time as recommended by

manufacturer. 9. Define affected area with orange plastic construction fencing. 10. Upon completion of densifier application, dispose of excess materials.

D. Walmart Concrete Consultant: 1. Structural Services, Inc. (SSI): [email protected].

E. Manufacturer’s Field Representative: At the request of the Wal-Mart Construction Manager or Concrete Consult-ant, a manufacturer’s technical representative shall be on site to oversee work specified herein, including but not limited to the polishing process and installation of the surface densifier system to verify proper use of product.

F. Mock Up: Prior to commencement of main slab work, prepare mock up for evaluation of surface preparation tech-niques, ability of slab to accept specified products and procedures, and application workmanship.

1. Prepare mockup of 250 square foot area at location determined by Wal-Mart Concrete Consultant and shown on Sheet A1.1 Floor Finish Plan.

a. Use same materials, tools, equipment, and procedures intended for actual surface preparation in Sales floor. Include properly prepared slab joints, surface spalls and crack repairs if available. Include slab edges adjoining existing partitions/walls.

b. Demonstrate proposed range of aesthetic effects and workmanship. 2. Notify Wal-Mart Construction Manager, Wal-Mart Concrete Consultant, and Wal-Mart Construction Test-

ing laboratory a minimum of 7 days prior to date and time when mockups will be performed and completed. 3. Wal-Mart Construction Testing Laboratory must be present at time of mock-up to complete Quality Control

Testing and Inspection. 4. Mock-up shall not begin until Concrete Slab Enhancement Submittal required herein has been made and ap-

proved, and Wal-Mart Construction Testing Laboratory has inspected equipment and materials on site. 5. Prior to performing Mock-Up, take minimum of three digital “before” photographs of approved, designated

area for submittal. Include landmarks in photographs such that photographs of the designated area after Mock-Up can be taken at same location, and at same angle and distance ensuring best comparison of before and after.

6. Obtain Wal-Mart Construction Manager’s approval of mockups before proceeding with work. 7. Maintain approved mockups during construction as a standard for completed work. 8. After Mock-Up, take minimum of three digital “after” photographs for submittal. 9. Approved mockups installed in sales areas may become part of the completed work if acceptable to Wal-

Mart Construction Manager.

G. Mandatory Pre-Installation Meeting:

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1. Plan, host, and attend a pre-installation meeting to be conducted at site by Wal-Mart Concrete Consultant after mock-up is completed and a minimum of 7 days prior to first night of slab enhancement.

2. Obtain pre-installation meeting agenda from Walmart Concrete Consultant. 3. Notify all required attendees via e-mail of scheduled time and place a minimum of 7 days in advance of pre-

installation meeting. Include copy of agenda with invitation. a. Wal-Mart Concrete Consultant shall attend Meeting via teleconference. General Contractor shall

schedule conference call with Wal-Mart Concrete Consultant 72 hours prior to meeting. 4. Attendees shall include, but not be limited to the following:

a. Wal-Mart Construction Manager b. Wal-Mart Field Project Manager c. Wal-Mart Store Planning Field Project Manager d. Walmart Store/Club Manager e. Wal-Mart Concrete Consultant f. Wal-Mart Construction Testing Laboratory g. General Contractor h. Project manager i. Superintendents j. Diamond tooling manufacturer’s representative. k. Densifier and penetrating stain protector manufacturer’s representative l. Slab Enhancement Subcontractor jobsite representative that will be overseeing all work. m. Joint Filler Applicator. n. Joint Filler Manufacturer

5. Require responsible representatives of each party involved with the surface enhancement work to attend the pre-installation meeting. Representatives to be present shall include personnel who are directly involved in overseeing the work and who have authority to control the Work.

6. The pre-installation meeting shall convene only when all parties are present. 7. Review the following:

a. Requirements of related Sections. b. Expectations of finished work specified. c. Mock-Up results. d. Scheduling and phasing of work. e. Environmental requirements (store working conditions). f. Existing joint filler replacement. g. Repair of existing slab defects. h. Cleaning, wet grinding and polishing procedures, including application of reactive densifier system. i. Field Quality Control requirements. j. Slab protection after completion of work.

8. Minutes of the pre-installation meeting shall be recorded, typed, printed, and distributed to all parties con-cerned by the General Contractor within 5 days of the meeting. One copy of the minutes shall also be transmitted to the Owner's representative for information purposes.

9. Changes to the contract documents from recommendations or discussions at the Pre-Installation meeting shall be approved in writing by the Wal-Mart Construction Manager prior to implementation. The Wal-Mart Construction Manager may require submittal of a Request for Information (refer to Section 01255). Walmart Concrete Consultant is NOT authorized to change any specified requirement or to approve execu-tion of any portion of the work.

1.6 DELIVERY, STORAGE, AND HANDLING

A. Transport, handle, store, and protect products in compliance with the requirements in Division 1 and manufactur-er's recommendations.

B. Deliver materials to site in original, factory sealed, unopened, new containers (drums) bearing manufacturer’s name and label intact and legible, with the following information:

1. Name or title of material. 2. Manufacturer’s standard container (drum) numbers. 3. Application instructions.

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C. Storage: 1. Refer to Section 01500. 2. Store materials in protected and well-ventilated area at temperatures between 40 and 90 degrees F unless

otherwise required by manufacturer. 3. Keep containers sealed until ready for use. 4. Do not use materials beyond manufacturer’s shelf life limits.

D. Handling: Protect materials during handling and application to prevent damage or contamination. 1. Dispense penetrating liquid densifier and penetrating stain protector only from factory sealed and numbered

containers (drums). 2. Maintain record of container (drum) numbers received and used during floor treatment.

1.7 PROJECT CONDITIONS

A. Wal-Mart Concrete Consultant’s Pre-Slab Enhancement Condition Survey Report. 1. Information furnished in Report shall not be used to modify requirements specified herein. 2. Reports are available to Contractor within the GC Permit Information Folder on Owner’s document delivery

website.

B. Concrete Slab Evaluation 1. Slab surface shall be evaluated by Slab Enhancement Contractor prior to commencement of work in this

section, including Mock-up.

1.8 SEQUENCING AND SCHEDULING

A. Floor Polishing Plan Schedule: Provide detailed written schedule for sequence of work to ensure uninterrupted progress of Owner's on-site operations. Coordinate final approved schedule with Wal-Mart Construction Manager and Club Manager.

B. Coordinate project phasing and relocation of racking, shelving, or merchandise to ensure minimum interference with other aspects of the Work. This may require multiple visits to job site on a given project.

C. Conduct work in manner to minimize disruption of Owner's normal operations.

D. Work shall begin no earlier than 15 minutes before approved start time and shall finish within one hour after ap-proved completion time. Coordinate start time and completion time of daily work specified herein with the Wal-Mart Construction Manager and Wal-Mart Store Manager.

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. Subject to compliance with project requirements, provide products and equipment by the following: 1. Advanced Blending (817) 477-8022 www.advancedblending.com 2. Ameripolish, Inc. (800) 592-9320 www.ameripolish.com 3. Brulin & Company (800) 776-7941 www.brulin.com 4. Concrete Polishing Solutions (877) 472-8200 www.go2cps.com 5. Onyx Environmental Solutions (800) 858-3533 www.onyxsolutions.com 6. Pioneer Eclipse (800) 367-3550 www.pioneer-eclipse.com 7. Prosoco (800) 255-4255 www.prosoco.com 8. SASE Company, Inc. (800) 522-2606 www.sasecompany.com 9. Substrate Technology, Inc. (815) 941-4800 www.substratetechnology.com 10. Superabrasive, Inc., (800) 987-8403, http://www.superabrasive.com/ 11. Superior Surface Solutions, (888) 471-5227 www.superiorsurfacesolutions.com]

B. Substitutions: Comply with the requirements of Section 01600.

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2.2 EQUIPMENT

A. Auto Scrubber Machines: Equipment used for cleaning operations shall be Clark Encore Max38 or L38 with a head pressure of 150 lbs. or similar equipment as required to achieve the specified Finish Requirements.

B. Propane Polishing Equipment: 1. Propane polishing machines shall be in full operating condition during the duration of the night’s work as

required to achieve specified Finish Requirements. 2. Polishers shall have minimum 450 pounds down force.

C. Diamond Segments: 1. Diamond grinding heads shall be by one of the following manufacturers. Use heads from same manufactur-

er throughout entirety of project. a. HTC. b. SASE, Inc. c. Substrate Technology, Inc. d. Superabrasive, Inc. e. Superior Surface Solutions.

2. Diamond Segment Grit Sizes (or Manufacturer’s Equivalent Designations): a. Hybrid Style Diamonds: 100 and 200 b. Resin Bonded, Phenolic Diamonds: Progression of all polishing steps shall include sequential grit

sizes that are not greater than twice the previous grit used.

D. High speed propane burnisher: Equipment shall meet the specified minimum performance requirements. 1. Head Size: 21 or 27 inch. 2. Head Weight: 22 pound (40 pound maximum). 3. Engine Size: 585 cc, generating 1,500 RPM or higher (as verified with tachometer). 4. Dust skirt assembly.

E. Burnishing Pads: 1. Diamond Impregnated Pads (DIP): 1500 and 3000 grit. 2. Dimashine Diamond Impregnated Pad by Superior Surface Solutions 3. CASH Diamond Impregnated Pad by Substrate Technology, Inc.

F. Sprayer for Reactive Surface Color Densifier: 1. Carbon dioxide sprayer.

a. Patriot SpraySafe System, by Patriot Sprayer Systems. Provide sprayer tips as follows: 1) Red #6 spray tip - 6.4 gallons per hour.

2.3 PRODUCTS

A. Joint Filler Products: 1. Polyurea joint filler as specified in Section 03905.

a. Color: Match polished slab surface. Sample installed in mock-up shall be approved by Wal-Mart Construction Manager.

B. Slab Repair Products: 1. Slab repair materials are specified in Section 03905.

C. High pH Cleaner: 1. Amodet Degreaser/Cleaner, by Advanced Blending. 2. Brulin Deep Scrub Cleaner, by Brulin & Co. 3. Cleaner/Degreaser, by Prosoco.

D. Reactive Surface Densifier: Chemical densifier specifically for concrete surface treatment which reacts chemically to the concrete surface forming a clear, dense, durable, hard, abrasion-resistant surface. Product shall be a color-less, odorless, water-based solution that is less than 50 VOC.

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1. Provide one of the following: a. 3D HS Densifier, by Ameripolish, Inc b. SFS D2, by SASE Company

E. Penetrating Stain Protector: 1. Concrete stain protector specifically for concrete surface treatment which reacts chemically

to the concrete surface maintaining a clear, dense, durable, hard, abrasion- resistant surface. Product shall be a solution that is less than 10 g/L VOC.

a. SR2, by Ameripolish, Inc. b. SFS SPR3, by SASE Company

F. Concrete Surface Colorant: 1. Surface Colorant: Concentrated concrete penetrating dye specifically formulated for concrete surface treat-

ment. Product shall be an odorless, water-based solution that is 0 g/L VOC. a. SureLock Dye, by Ameripolish, Inc. Color: Black. b. Alternate color as recommended by colorant manufacturer’s technical representative.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine concrete slab in the presence of the certified applicator and Wal-Mart Construction Manager. Identify and note joint filler replacement and repairs required for existing slab defects on as-built Floor Polishing Plan.

3.2 PREPARATION

A. Close areas to traffic during and after floor finish application for time period recommended by product manufac-turer(s).

B. Cover and protect merchandise and racking to prevent damage or contamination of stored products. Protect mer-chandise from concrete slurry or debris.

C. Clean Substrate: Remove surface contaminants to ensure penetration of reactive surface densifier. No hazardous, flammable, toxic or solvent based cleaning materials are permitted.

1. Remove curing or sealing compounds, paint, and wax. 2. Remove oil, grease and general soiling with high pH cleaner/degreaser diluted as recommended by manu-

facturer using swing machine with red or black pads. Use appropriate pad to achieve desired results while not exposing coarse aggregate or excessive sand within paste layer.

3. Thoroughly rinse floor surface with clean water to remove soap residue and contaminants. Vacuum with auto scrubber.

4. Squeegee dry.

D. Examine surfaces and adjacent areas where products will be installed and verify that surfaces conform to the man-ufacturers’ requirements for substrate conditions. Do not proceed until unsatisfactory conditions have been cor-rected.

1. Verify concrete floors are free of excessive moisture and dusting. 2. Clean Substrate: Remove existing floor finishes to bare concrete slab to ensure penetration of reactive sur-

face densifier. No hazardous, flammable, toxic or solvent based cleaning materials are permitted.

E. Remove and replace existing deficient joint filler within the limits of required slab polishing and as shown on Drawings, in accordance with Section 03905.

F. Prior to beginning slab enhancement work specified herein, repair all slab defects within the limits of required slab polishing, in accordance with Section 03905. Correct previous repairs not conforming to requirements of Section 03905, including any repairs not matching color of adjacent slab surface, in accordance with Section 03905.

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1. Repairs shall include, but may not be limited to, areas identified in Concrete Consultant’s Pre-Slab En-hancement Condition Survey Report. Coordinate full scope of concrete slab repair work with Wal-Mart Construction Manager.

G. Do not proceed until unsatisfactory conditions are corrected.

3.3 GENERAL REQUIREMENTS

A. Ensure surfaces are clean (free of oil, grease, dirt, dust, contaminants, etc.) and dry.

B. Complete all joint replacement and slab repair work minimum 12 hours prior to commencement of any wet polish-ing.

C. Allow new concrete slab to achieve its 28 day design strength as documented by CTL. Approved compressive strength test report from Construction Testing Laboratory must be received by Wal-Mart Construction Manager prior to allowing color densification.

D. Include all work necessary to achieve specified Finish Requirements.

E. Sequential progression of diamond pads shall be required and limited to no more than double the grit value of the previous diamonds used.

F. Progressively wet diamond polish edges along and around all abutments. Use same progression of polishing segments throughout.

G. Between and after final wet polishing passes, thoroughly scrub and rinse slab surface with clean water and vacuum with auto-scrubber.

3.4 SURFACE POLISHING, DENSIFICATION & STAIN PROTECTION (EXISTING CONCRETE SLABS)

A. Perform Work where shown on Drawings where existing slab is exposed to Customer view.

B. Progressively wet polish slab surface utilizing approved diamond segments to achieve specified Finish Require-ments.

1. Perform initial polishing step and all polishing steps utilizing 200-grit and below twice at minimum. 2. Overlap adjacent passes by 50%. 3. Final polishing pass shall be with no less than 800-grit resin.

C. Apply Reactive Surface Densifier to dry slab surface in accordance with manufacturer’s instructions. 1. Apply reactive surface densifier one time after the appropriate polishing pass (typically after 200-grit and

before 800-grit). 2. Manufacture’s recommended application rate 400-600 SqFt per gallon and a minimum 20 minute dwell

time. 3. Densifier is to be back wiped utilizing the recommended micro-fiber pads and aAllow to dry.

D. Burnish: 1. Burnish slab with 1500- or 3000-grit Diamond Impregnated Pad to polish slab surface in compliance with

specified Finish Requirements. 2. Use microfiber pad after burnishing to remove any laitance and debris from slab surface.

E. Apply penetrating stain protector: 1. Apply penetrating stain protector per manufacturer’s recommendations. Allow to cure.

3.5 COLOR, DENSIFICATION & STAIN PROTECTION (NEW CONCRETE SLABS)

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A. Areas to be treated: Provide Color and Densification where shown on Drawings at all new areas of new concrete slab exposed to Customers.

B. Open slab surface by wet polishing with resin-bonded or hybrid, phenolic diamond heads. 1. Perform initial polishing step and all polishing steps utilizing 200-grit and below twice at minimum. 2. After completion of the above polishing steps, progressively wet polish slab surface. 3. Overlap adjacent passes by 50%. 4. Final polishing pass shall be with no less than 800-grit resin.

C. Apply colorant and reactive surface densifier to dry slab surface after appropriate diamond polishing step, in ac-cordance with manufacturer’s instructions.

1. Failure to consult with reactive surface densifier & colorant manufacturer for proper dilution rate required to match adjacent concrete slab panels may result in additional cost to Contractor without an increase in Con-tract time.

2. Apply reactive surface densifier one time after the appropriate polishing pass (typically after 200-grit and before 800-grit).

3. Manufacture’s recommended application rate 400-600 SqFt per gallon and a minimum 20 minute dwell time.

4. Densifier is to be back wiped utilizing the recommended micro-fiber pads and allow to dry. 5. Polish slab surface in compliance with specified Finish Requirements. 6. Use microfiber pad after burnishing to remove any laitance and debris from slab surface.

D. Apply penetrating stain protector: Apply penetrating stain protector per manufacturer’s recommendations. Allow to cure.

3.6 FINISH REQUIREMENTS:

A. Appearance: Enhanced interior slabs areas that receive the specified slab enhancement process must consist of the following:

1. Failure to comply with specifications to produce finish requirements may result in additional cost to Con-tractor without an increase in Contract time or additional disruption to Store operations.

2. Slab surface must have a consistent look and exhibit a hard polished appearance with no evidence of scratching from grinding/polishing.

a. New concrete placed under 03314 and color densified as specified herein and existing adjacent slab polished as specified herein shall have matching aesthetics.

3. Exposure of aggregate beyond CPAA Class B - Fine Aggregate shall be considered non-conforming work. 4. White residue, “orange peel”, or hazy appearance in the finished surface will not be accepted.

B. Gloss: Final surface gloss within Sales shall be between 30 and 55 as measured using a Horiba IG-320 Gloss Checker.

C. Leave work complete and ready for final inspection by Wal-Mart Construction Manager.

3.7 QUALITY CONTROL TESTING BY OWNER

A. Testing will be performed by the Wal-Mart Construction Testing Laboratory (CTL) at no expense to the Contrac-tor. A test report of all measurements and a plan and table of the measurements taken shall be prepared by the CTL for weekly submittal.

B. General Contractor shall notify CTL when slab is ready for testing.

C. Review equipment and products on site prior to mock-up for compliance with approved submittal package.

D. Gloss Measurements: Gloss shall be considered as a quantitative value that expresses the degree of reflection when light hits the concrete floor surface. Gloss measurements will be taken independent of ambient lighting and within a sealed measurement window located beneath the testing equipment.

1. Measurement and reporting:

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a. Take gloss measurements at completion of mock-up. b. Take gloss measurements minimum once each five working days after completion of each area of

slab surface enhancement, including mock-up if allowed to remain part of completed Work. c. Measure gloss values at five evenly but randomly distributed locations within each aisle for each

nights work area. Record measurement locations on copy of Floor Polishing Plan. d. If samples fail to meet the specified value, Contractor shall continue burnishing operations until the

specified gloss requirements are achieved. e. Collect and certify final gloss measurements. f. Within 24 hours of testing, submit all non-conforming measurements to Wal-Mart Construction

Manager and Architect of Record.

3.8 CLEANING AND PROTECTION

A. Remove spilled, splashed, or splattered finish material from surfaces.

B. General Contractor shall protect areas to receive polished concrete finish at all times during construction to pre-vent oils, dirt, metal, excessive water, paint and other potentially damaging materials from affecting the finished concrete surface. Protective measures listed below shall begin immediately after completion of work herein.

1. Communicate to Store Manager and all subcontractors, vendors, and trades importance of maintaining slab protection at all times. Damage to finished slab resulting from lack of protection shall be repaired at no ad-ditional cost to Walmart.

2. Protect slab surface from moisture for 24 hours. 3. Each day, inspect all equipment used over completed slab surface, to insure:

a. Equipment is without leaking hydraulic lines and is diapered to avoid staining. Remove all equip-ment with hydraulic fluid leaks from store site.

b. Equipment is without tire embedments (rocks, nails, screws, etc.) that will scratch or pit slab sur-face.

c. Equipment is clean and free of dust prior to start of work 4. Do not allow pipe cutting on the finished slab. 5. Do not place steel on the finished slab to avoid rust staining. 6. Prevent contact with acids and acidic detergents. 7. Use breathable drop cloths during all painting. Immediately wipe clean spilled paint.

END OF SECTION

03363-12


WAL-MART STORES CONCRETE SLAB ENHANCEMENT SUBMITTAL FORM Section 03363 - Polished Concrete Floor Finishes (Existing Floors) Date ________

SAM’S CLUB

STORE INFORMATION STORE #

ADDRESS

CITY, ST

GENERAL CONTRACTOR SLAB ENHANCEMENT SUB-CONTRACTOR

JOBSITE PHONE

A. ATTACHMENTS: Include the following with this Submittal Package.

Completed Concrete Slab Enhancement Qualification Statement of Conformance.

Letter of Certification for the following:

Reactive Surface Densifier.

Concrete Surface Colorant System. Penetrating Stain protectant

Polishing System.

Product data for the following:

High pH Cleaner

Reactive Surface Densifier Penetrating Stain protectant

Concrete Surface Colorant System. Manufacturer and model of all equipment used, including the following:

All polishing machines, including polishing system tooling & pads, required to complete work specified herein.

Auto Scrubber.

High speed burnishing equipment, including burnishing pads. Product data for pads must be submitted for verifica-tion of pad texture prior to beginning burnishing work.

Sprayers and sprayer tips.

Anticipated Slab Enhancement Floor Polishing Plan.

03363-13


CONCRETE SLAB ENHANCEMENT QUALIFICATION STATEMENT OF CONFORMANCE SECTION 03363 Project Location:_______________________________________________Date: Project Number:____________________________Store Number: By signing below as approved, the Contractor hereby confirms that the qualifications of the Slab Enhancement Subcontractor conforms to the qualifications as follows: The concrete slab enhancement subcontractor has experience in finishing interior floors of similar size and scope in at least 5 previous projects. Projects name and location are identified as follows 1. ___________________________________________________________________ 2. ___________________________________________________________________ 3. ___________________________________________________________________ 4. ___________________________________________________________________ 5. ___________________________________________________________________ Concrete Slab Enhancement Subcontractor Company Name and Address: __________________________________________ __________________________________________ __________________________________________ Signature of Responsible Officer: _________________________ Typed Name and Title of Officer: _________________________ Telephone Number: (______) ___________________________ General Contractor Company Name and Address: _______________________________________ _______________________________________ Signed by: ______________________________________ Date:_________________ Submit one copy of this Statement to the Architect of Record.

15700-1 #5758 Greenacres, FL ADD#4 06/16/16

04/07/16

UniSpec II-Store Planning 092515

SECTION 15700 - HEATING, VENTILATING, AND AIR CONDITIONING EQUIPMENT

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes: 1. Heating, ventilating, and air conditioning systems.

a. Roof Exhaust Fans.

B. Related Sections: 1. Section 01330 - Submittal Procedures. 2. Section 01455 - Mechanical Equipment Testing, Adjusting, and Balancing: Test and balance. 3. Section 01600 - Product Requirements: Direct purchased products through pre-negotiated suppliers. 4. Section 01640 - Owner Furnished Products. 5. Section 01770 - Contract Closeout. 6. Section 07815 - Mineral Fiber Fireproofing (if specified): Grease exhaust duct fireproofing. 7. Section 07721 - Manufactured Curbs: Curbs for roof top heating, ventilating, and air conditioning

equipment. 8. Section 13810 - Energy Management Systems (EMS): Cable sets and conduit for remote temperature

sensor, control wiring, and related components for energy management system.

1.2 DEFINITION OF TERMS

A. Work shall mean complete installation of equipment and devices in accordance with applicable Specifications and as described in the Drawings, Application Sheets, Manufacturer's Cut Sheets and Instructions.

B. HVAC Contractor shall mean the General Contractor’s, Subcontractor that is responsible for performing the HVAC work as specified on the construction documents. HVAC Contractor shall be responsible for compliance with applicable codes, ordinances, and work permits.


A. Certifications: Each item of equipment available with capacity ratings certified by AMCA and/or ARI, shall be furnished with capacity ratings so certified.

1.4 DELIVERY, STORAGE, AND HANDLING

A. Heating, Ventilating, and Air Conditioning Equipment Furnished by Owner and Installed by Contractor: Include in Contract Amount costs incurred for receiving, storage, and labor. Contractor shall be responsible for costs arising when replacement materials must be reshipped due to loss or damage on job site after acceptance of original shipment. Immediately upon award of Contract, coordinate release of units for delivery to site with contacts specified in this Section. Provide crane service to hoist HVAC units directly from truck to roof.

1.5 SCHEDULING

A. Milestone Completion Date: Complete Work of this Section on or before Delivery date specified in Section 01640, "Items Furnished by Others Schedule."

B. Coordinate Contract interface Work of this Section to provide for energy management system operation and testing in accordance with energy management system Milestone Completion date.

C. Schedule testing and balancing in accordance Section 01455.

1.6 WARRANTY


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A. Owner furnished equipment shall be turned over to Owner in good working order. Prior to acceptance by Owner, equipment failures are under manufacturer's warranty. Notify equipment warranty contact specified herein for replacement or reimbursement information prior to beginning repairs. After acceptance by Owner, Contractor is not responsible for warranty repair.

1.7 SYSTEM STARTUP

A. The Contractor shall conduct start-up operations for equipment specified herin other than RTUs and AHUs. Perform start-up in accordance with manufacturer’s printed installation and start-up instructions. Mechanical failure, prior to acceptance by Owner, shall be repaired by Contractor through warranty agreement with manufacturer.

B. Prior to test and balance, complete work of this section and contract interface work of Section 13810 - Energy Management Systems. Refer to Section 13810 for testing of energy management controls by energy management system installer.

C. Schedule start-up, allowing Owner's representative to be present unless Owner directs otherwise. If start-up and testing cannot be completed due to seasonal weather conditions, perform remaining start-up at an appropriate time. Payment may be withheld until Work is complete. During start-up, operate each unit in every mode, separately and in conjunction with other units for sufficient period of time, demonstrating to Owner's satisfaction that each unit is operating properly.

D. Record designated start-up data on forms attached at end of this Section. Retain completed form on site.

1.8 REQUEST FOR INFORMATION SUBMITTAL

A. All Requests for Information (RFIs) regarding HVAC shall follow the attached copy of the Request for Information Process Flow Chart.

B. Refer to Specification Section 01255 for RFI Information Submittal Process.

PART 2 PRODUCTS

2.1 EXISTING ROOF TOP AIR CONDITIONING UNITS

A. Where required, provide smoke detectors in existing roof top units.

2.2 ROOF EXHAUST FANS

A. Roof Fans: Low contour, spun aluminum hood and base sections with curb cap, bird screen, and other accessories as scheduled on Drawings. Provide centrifugal fans with direct or belt drive motor, mounted on resilient supports with isolators between support and base. Provide motor with thermal overloads. Locate motor out of exhaust air stream. Provide UL listed and AMCA certified fans, of capacities and electrical characteristics as scheduled on Drawings.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Install equipment per manufacturers instructions and requirements of Authority Having Jurisdiction (AHJ).

B. Exhaust Fan: 1. Label units with 6 inch black permanent paint stencil. Number units as indicated on Drawings. Locate label

for each unit on top of fan. 2. Do not set exhaust fans on curbs until installation of roofing base flashing has been completed.

3.2 FIELD QUALITY CONTROL


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A. Field quality control shall be the ultimate responsibility of the Contractor in accordance with Section 01452. Field quality control testing and inspection shall be at the discretion of the Contractor as necessary to assure compliance with Contract requirements.

B. Roof Top Air Conditioning Units: 1. Testing and balancing will be performed by a Testing and Balancing Agency (TBA) in accordance with

Section 01455. 2. Full testing and balancing shall be performed only on new or relocated units or units with modified

ductwork. 3. Limited testing and balancing as follows shall be performed on existing units with ductwork not being

modified. Record readings for inclusion into final report for Owners’ use, and label the units as “Existing”: a. Test and record fan speeds (rpm), CFM, and full load amperes. Record voltage at each unit. b. Test and record suction and discharge external static pressures at respective plenums. Seal access

holes with rubber or metal snap-in plugs. The use of duct tape to seal access holes will not be permitted.

c. Test and record entering air temperatures. (Dry Bulb heating and cooling; Wet Bulb cooling.) d. Test and record leaving air temperature. (Dry Bulb heating and cooling; Wet Bulb cooling.) e. Test and record outside air Dry Bulb and Wet Bulb temperatures. f. Verify and record proper operation of all stages of gas or electric heating sections. g. Verify proper control operation of unit as applicable.

3.3 PROTECTION

A. Protect RTUs and AHUs from damage, including but not limited, to paint spray and drywall dust. Replace air filters regularly to preclude damage. Damage incurred due to Contractor neglect will be repaired by manufacturer at Contractor’s expense.

END OF SECTION


04/07/16


04/07/16

UniSpec II-Store Planning 103015

SECTION 15800 - AIR DISTRIBUTION

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes: 1. Ductwork, dampers, inlets and outlets for HVAC systems.

B. Related Sections: 1. Section 07815 - Mineral Fiber Fireproofing. 2. Section 08311 - Access Doors and Frames. 3. Section 01455 - Mechanical Equipment Testing, Adjusting, and Balancing: Testing and balance of HVAC

systems. 4. Section 15700 - Heating, Ventilating, and Air Conditioning Equipment.

1.2 DEFINITION OF TERMS

A. Work shall mean complete installation of equipment and devices in accordance with applicable Specifications and as described in the Drawings, Application Sheets, Manufacturer’s Cut Sheets and Instructions.

B. HVAC Contractor shall mean the General Contractor’s, Subcontractor that is responsible for performing the HVAC work as specified on the construction documents. HVAC Contractor shall be responsible for compliance with applicable codes, ordinances, and work permits.

1.3 REFERENCES

A. The publications listed below form a part of this specification to the extent referenced. Publications are referenced within the text by the basic designation only.

B. Air Movement and Control Association (AMCA): 1. AMCA 500-D – Laboratory Methods for Testing Dampers for Rating. 2. AMCA 500-L – Laboratory Methods for Testing Louvers for Rating.

C. ASTM International (ASTM): 1. ASTM A653 - Steel Sheet, Zinc-Coated (Galvanized), or Zinc-Iron Alloy-Coated (Galvannealed) by the

Hot Dip Process. 2. ASTM C553 - Mineral Fiber Blanket Thermal Insulation for Commercial and Industrial Applications. 3. ASTM C1071 - Thermal and Acoustical Insulation (Mineral Fiber, Dust Lining Material). 4. ASTM C1136 - Flexible, Low Permeance Vapor Retarders for Thermal Insulation. 5. ASTM C 1290 - Flexible Fibrous Glass Blanket Insulation Used to Externally Insulate HVAC Ducts. 6. ASTM E84 - Surface Burning Characteristics of Building Materials. 7. ASTM E 96 - Standard Test Methods for Water Vapor Transmission of Materials 8. ASTM E119 - Fire Tests of Building Construction and Materials.

D. National Fire Protection Association (NFPA): 1. NFPA 90A - Installation of Air Conditioning and Ventilating Systems. 2. NFPA 90B - Installation of Warm Air Heating and Air-Conditioning Systems 3. NFPA 96 - Ventilation Control And Fire Protection Of Commercial Cooking Operations.

E. Sheet Metal Air Conditioning Contractors National Association (SMACNA): 1. SMACNA 1035 - HVAC Duct Construction Standards - Metal & Flexible.


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F. British Standards Institution (BSI): 1. BS 302 - Stranded Steel Wire Ropes.

G. North American Insulation Manufacturer’s Association (NAIMA): 1. AH 124 - Fibrous Glass Duct Liner Standard.


A. Comply with NFPA 90A unless otherwise indicated.

1.5 SCHEDULING

A. Milestone Completion Date: Complete Work of this Section on or before Delivery date specified in Section 01640, "Items Furnished by Others Schedule."

B. Schedule testing and balancing in accordance Section 01455 after completion of system start-up requirements.

1.6 WARRANTY

A. Warrant new and modified ductwork for period of one year from date of final acceptance of job, against noise and vibration under full range of operating conditions.

PART 2 - PRODUCTS

2.1 OWNER FURNISHED PRODUCTS

A. Under provisions of Section 01640, Owner's supplier will furnish drop box diffusers as specified hereinafter for installation by the Contractor. All other items specified in this section shall be Contractor furnished and installed.

B. Descriptions and specifications of Owner furnished items and equipment hereinafter are included as information to the Contractor only and not to be considered as Contractor requirements unless otherwise stated.

2.2 SHEET METAL DUCTWORK

A. Sheet Metal Ductwork: Continuous hot-dip mill galvanized, minimum coating of G90, lock-forming quality steel sheets, in accordance with ASTM A653.

B. Gages: Sheet metal gage as specified in SMACNA 1035 but not less than the following: 1. Rectangular Duct: 26 gage for all sizes. 2. Round Duct: Prime grade steel sheets, by United Sheet Metal Co. Inc. or equivalent.

a. 14 inch diameter and smaller: 26 gage. b. 15 inch diameter and larger: 24 gage. c. 27 inch diameter through 36 inch diameter: 22 gage.

C. Round ductwork shall be spiral seam where exposed and not insulated on sales floor area and spiral or longitudinal seam in all other areas.

D. Ductwork connections for round duct may be made using SpiralMate self-sealing duct connection system by Ductmate Industries (800) 245-3188.

2.3 DUCTWORK INSULATION

A. Manufacturers: 1. CertainTeed. 2. Knauf.


04/07/16

3. Schuller (Manville). 4. Owens/Corning.

B. Substitutions: Not permitted.

C. Duct Liner: Fibrous-Glass complying with ASTM C 1071, NFPA 90A, or NFPA 90B; and NAIMA AH124. 1. Mininum Thermal Conductivity: R-Value at 75 deg F mean temperature ..

a. Type I, Flexible: R-3.7 per inch. b. Type II, Rigid: R=4.2 per inch.

D. Duct Wrap: Mineral-fiber blanket insulation with factory applied FSK or vinyl jacket. Insulation shall be mineral or glass fibers bonded with a thermosetting resin, complying with ASTM C 553, Type II (for use on surfaces at temperatures up to 1700 deg. F) and ASTM C 1290. Factory-applied jackets shall conform to the following: 1. FSK Jacket: Aluminum-foil, fiberglass-reinforced scrim with kraft-paper backing; complying with

ASTM C 1136, Type II. 2. Vinyl Jacket: White vinyl with a permeance of 1.3 perms when tested according to ASTM E 96,

Procedure A, and complying with NFPA 90A and NFPA 90B.

2.4 SELF-SEALING SPIRAL DUCTWORK SYSTEM (CONTRACTOR OPTION)

A. General: 1. At the option of the Contractor, self-sealing ductwork system may be used in lieu of round built-up system. 2. Meet or exceed SMACNA's Leakage Class 3 requirements with no additional sealants.

B. Manufacturer: 1. Lindab Inc., Stamford, CT (800) 797-7476.

C. Round Spiral Sheet Metal Ductwork System: 1. SPIROsafe as manufactured by Lindab, Inc. 2. Duct: Galvanized, minimum coating designation of G90, lock-forming quality steel sheets, in accordance

with ASTM A653. 3. Substitutions: Not permitted.

D. Fittings: 1. SPIROsafe as manufactured by Lindab, Inc. 2. End gaskets EPDM rubber, factory installed, U-profile, double lipped.

E. Control Dampers: SPIROsafe DSU as manufactured by Lindab, Inc.

F. Supply Grilles: SPIROcomfort RGS-3 as manufactured by Lindab, Inc.

2.5 DUCTWORK FOR REMOVAL OF GREASE AND SMOKE LADEN VAPORS

A. Sheet Metal Ductwork: 16 gage black steel welded liquid tight.

B. Fire Rated Duct Wrap: Specified in Section 07815.

2.6 VOLUME CONTROL DAMPERS

A. Manual Dampers: Provide manual volume-control dampers where indicated and of the type and model number as scheduled on the drawings. Frame and blades shall be galvanized steel. Provide ceiling doors where required in accordance with Section 08311. 1. Manufacturers: Provide dampers by one of the following:

a. A.E.S. Inc, East Tallassee, AL, Contact: Chad Burt (800) 786-0402. b. Sisneros Brothers Mfg, Contact: Joshua Gallegos (800) 499-0106.


04/07/16

c. Ruskin Company, Kansas City, MO, (816) 761-7476. 2. Round Dampers: Dampers shall have end bearings and center locking control handle with position

indicator. Control handle shall be Durodyne KL-7R, Durodyne SRST-2R or Ventlok 639 with 2-inch extension to protect insulation.

3. Rectangular Dampers: Dampers shall have single blade or multiple inter-locked opposed blades with shaft bearings, 3/8 inch square control shaft and center locking control handle. Control handle shall be Durodyne KL7, Durodyne SRST-2R or Ventlok 639 with 2-inch extension to protect insulation.

B. Field fabricated dampers shall not be used.

C. Substitutions: Not permitted unless otherwise specified.

2.7 FIRE DAMPERS

A. Dampers: UL labeled, constructed and installed in accordance with NFPA 90A and UL instructions. Size dampers to provide free area equal to duct dimensions.

B. Provide hanger design, and methods of hanging and supporting compatible with the structure.

2.8 AIR INLETS AND OUTLETS

A. Grilles, registers, ceiling outlets, and ceiling inlets shall be as indicated on Drawings. Wall mounted and hard ceiling mounted air inlets and outlets shall be provided with heavy-duty sponge or soft felt gaskets.

2.9 DROP BOX DIFFUSERS (OWNER FURNISHED - CONTRACTOR INSTALLED)

A. Manufacturer: Wal-Mart supplier for drop box diffusers will be as follows: 1. AES Industries, Tallassee, AL, Contact: Chad Burt (800) 786-0402.

B. General Description: Drop boxes will be constructed of 18 gauge galvannealed/galvanized (paintable) steel sheet. Diffusers will be fully adjustable double deflection drum louvers. Base louver in 6-way box will be double deflection with opposed blade dampers. Mounting brackets, 2”x 2” x 1/4” pre-punched angles, 3/8” all thread rod, beam clamps, and additional nuts and washers will be furnished with drop boxes.

C. Accessory Package: Manufacturer shall provide mounting accessory package for each drop box consisting of the following: 1. 2" x 2" x 1/4" pre-punched angles (or Unistrut). 2. 3/8" all thread rod (pre-cut). 3. Beam clamps. 4. All bolts, nuts and washers.

D. 6-Way Drop Box Performance Criteria:

6-Way Diffuser - Louver Schedule Unit

Size Box

Type Total CFM Drum Louver Size Base Louver Size Minimum Throw (ft)

5 Ton 6-way 2000 6 x 12 6 x 18 33

10 Ton 6-way 4000 6 x 18 6 x 18 47

20 Ton 6-way 6000 -7000 10 x 25 6 x 18 61

25 Ton 6-way 8000 - 10000 12 x 30 6 x 18 74

E. 4-Way Drop Box Performance Criteria:


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4-Way Diffuser - Louver Schedule Unit

Size Box

Type Total CFM Drum Louver Size Base Louver Size Minimum Throw (ft)

5 Ton 4-way 2000 6 x 12 None 43

10 Ton 4-way 4000 10 x 20 None 58

20 Ton 4-way 8000 12 x 30 None 90

F. Finish: Prime and finish coat in the shop. Paint exposed screws and fasteners to match drop box. Finish coating shall be color to match Sherwin-Williams #SW6385 “Dover White”. 3. Alkyd Primer: One coat PPG Speedhide Super Tech MG Epoxy Esther Dry Fog Coating #6-157. 1. Alkyd Finish: One coat PPG Speedhide Super-Tech Dry Fog Coating, Eggshell # 6-151.

G. Finish: Drop boxes finish shall be galvannealed. Shop or field coating will not be required. Air devices provided with drop boxes shall be factory mill finish.

2.10 HIGH TEMPERATURE SEALANT (FLUE SEALANT)

A. Manufacturer: Provide high temp sealant as follows or equivalent: 1. RTV 4500 1-Part Silicone Sealant by Silco, Inc.

2.11 DUCT SEALERS

A. Manufacturer: Provide duct sealers of one of the following: 1. Kingco 11376 or 10526 by ITW Polymers Sealants North America (formerly ITW TACC). 2. Ductmate PROseal. 3. United McGill Duct-Sealer. 4. Trans-Continental Equipment Co. (TCE) - MP Multipurpose Duct Sealant. 5. Hardcast #601 Iron-Grip. 6. Hardcast Aluma-Grip Tape.

B. Substitutions: Not permitted.

2.12 WIRE ROPE HANGER SYSTEMS (CONTRACTOR OPTION).

A. General: At the option of the Contractor, wire rope hanger system for ductwork may be used in lieu of conventional hangers. Hanger systems shall be approved in accordance with SMACNA HVAC Duct Construction Standards (HVAC-DCS) with a minimum load safety factor of 5:1.

B. Manufacturer: One of the following: 1. Ductmate Industries, Charleroi, PA, (800) 245-3188. 2. Erico, Inc., Solon, OH (800) 462-4797. 3. Gripple, Inc., Batavia, IL., (630) 208- 0111.

C. Wire Rope Hanger System: One of the following: 1. Clutcher Mechanical Hanger System by Ductmate. 2. Hang Fast Wire Rope Hanging System by Gripple. 3. Caddy Speed Link Universal Support System by Erico.

D. Wire Rope: 1. Gripple: Zinc galvanized steel wire rope. Standard lengths of 5, 10, 15, and 30 feet with a preformed loop

at one end. 2. Ductmate: Zinc coated steel aircraft quality rope, field cut to length. 3. Erico: Galvanized steel aircraft quality wire rope. Available in 3.3, 6.6, 9.9, 16.4, and 32.8 feet lengths

with factory hook at one end.


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E. Locking Device: 1. Gripple Fastener: Zinc housing with stainless steel springs. 2. Ductmate: Clutcher cast zinc housing with stainless steel springs. 3. Erico: Stainless steel housing with all steel locking device.

PART 3 - EXECUTION

3.1 FABRICATION

A. Fabrication requirements apply to new and modified ductwork.

B. Fabricate, erect, and install ductwork for heating, ventilating, and air conditioning systems per SMACNA 1035 and the requirements of the Authority Having Jurisdiction.

C. Make joints air tight on supply, return, and exhaust ducts. Seal transverse and longitudinal joints with duct sealer unless otherwise noted. Seal exhaust ducts with exterior seal as required to assure positive seal. Comply with SMACNA Duct Class B.

3.2 DUCT INSULATION

A. Insulate ducts in accordance with SMACNA 1035. Do not insulate exhaust ductwork unless otherwise shown or specified.

B. Rectangular Duct: 1. Supply duct and air plenums: 1-1/2 inch liner. 2. Return duct and air boots: 1-1/2 inch liner.

C. Round Duct: 1. Insulate the following round duct with duct wrap:

a. Supply and return duct in receiving areas. b. Supply and return duct above finished ceilings.

2. Duct Wrap Thickness: a. 2-inch (R=6.0 minimum installed value).

3. Overlap facing and staple securely.

3.3 AIR INLETS AND OUTLETS

A. Locations of outlets indicated on Drawings are approximate. Coordinate with other trades to make symmetrical patterns. Determine locations by established pattern of lighting fixtures, or architectural reflected ceiling plan.

B. Install fire radiation dampers and other devices at air inlets and outlets where required by codes and regulations of governing authorities. Dampers shall be UL labeled, constructed and installed in accordance with NFPA 90A and UL instructions.

3.4 DROP BOX DIFFUSERS

A. Install drop boxes in accordance with the manufacturer’s installation instructions and as detailed on the drawings.

B. Provide duct transitions and return air plenums as required to complete the installation of drop boxes. Insulate duct transitions with 1” x 1.5 lb density duct liner glued and spot welded to interior surfaces.

C. Labeling: Contractor shall label drop box diffusers by painting the appropriate RTU number in black 6” letters on the bottom of each drop box.


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3.5 DUCT SUPPORTS

A. Duct support requirements apply to new and modified ductwork.

B. Support horizontal and vertical sheet metal duct work in accordance with Schedule I or II at the end of this section.

C. Wire Rope Hanger System (Contractor Option): 4. Comply with manufacturers’ load ratings and recommended installation procedures. 5. Comply with SMACNA HVAC Duct Construction Standards (DCS) with the following exceptions.

a. Use is not restricted to the SMACNA DCS diametrical limits for single wires. b. Wire rope system shall not be used for hanging risers nor for two-tier trapeze hanging method.

6. Provide stress distribution saddles as required when a single wire rope is passed continuously under round and rectangular duct as required to retain duct shape

7. Support wire rope from the top chord of roof joists within 3” of panel points, or from 2 x 2 x 1/4 or 1 5/8 x 1 5/8 unistrut spanning the bottom chords and overhanging a minimum of 6” on each end.

D. Do not use fasteners which penetrate roof deck.

E. Provide sway bracing to comply with seismic requirements per local codes and Authority Having Jurisdiction.

3.6 FIRE DAMPERS

A. Install approved fire dampers in air ducts or air inlets and outlets where required by codes and regulations of governing authorities. Install access doors in ducts at all fire dampers.

3.7 PROTECTION

A. Protect work, equipment and material to prevent obstruction, damage or breakage. Close pipe openings with caps or plugs during installation. Cover and protect equipment against dirt, water, chemical or mechanical injury. At the completion of work, thoroughly clean all equipment and deliver the entire system in an unblemished condition.

3.8 TESTING

A. Prepare systems for test and balance as specified in Section 01455.

B. In coordination with Section 01455, make changes in pulleys, belts, ductwork, and dampers as required for correct balance as recommended by air balance and testing agency.

3.9 SCHEDULES

SCHEDULE I – DUCT SUPPORT SCHEDULE

MINIMUM HANGER SIZE RECTANGULAR DUCTWORK Maximum Half of Duct Perimeter*

Pair at 10 ft Spacing Pair at 8 ft spacing Pair at 5 ft spacing Pair at 4 ft spacing

Strap Rod Strap Rod Strap Rod Strap Rod P/2 = 30" 1" x 22 ga 10 ga 1" x 22 ga 10 ga 1" x 22 ga 12 ga 1" x 22 ga 12 ga

P/2 = 72" 1" x 18 ga 3/8” 1" x 20 ga 1/4" 1" x 22 ga 1/4" 1" x 22 ga 1/4"

* Perimeter = Sum of Sides

ROUND DUCTWORK


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Diameter Maximum Spacing Strap

24" and less 12' 1" x 22 ga

26"-36" 12' 1" x 20 ga

SCHEDULE II - WIRE ROPE HANGER SYSTEM SCHEDULE - OPTION MINIMUM HANGER SIZE

SQUARE/RECTANGULAR DUCTWORK

Maximum Half of Duct Perimeter*

Single Loop at 10 ft Spacing Single Loop at 8 ft Spacing Single Loop at 5 ft Spacing Single Loop at 4 ft Spacing

Wt (lbs/ft)

Gripple Ductmate Erico Gripple Ductmate Erico Gripple Ductmate Erico Gripple Ductmate Erico

P/2 = 12" 5.20 No. 2 No. 10 SLD2L No. 2 No. 10 SLD2L No. 2 No. 10 SLD2L No. 1 No. 10 SLD2L


P/2 = 24” 10.62 No. 3 No. 10 SLD3L No. 2 No. 10 SLD2L No. 2 No. 10 SLD2L No. 2 No. 10 SLD2L



P/2 = 48” 21.25 No. 4 No. 20 - No. 3 No. 20 SLD3L No. 3 No. 10 SLD3L No. 2 No. 10 SLD2L


P/2 = 60” 26.56 No. 4 No. 30 - No. 4 No. 20 - No. 3 No. 20 SLD3L No. 3 No. 10 SLD3L

P/2 = 108” 47.81 No. 4 No. 30 - No. 4 No. 30 - No. 4 No. 20 - No. 3 No. 20 SLD3L

Maximum Half of Duct Perimeter*

Pair at 10 ft Spacing Pair at 8 ft Spacing Pair at 5 ft Spacing Pair at 4 ft Spacing

Wt (lbs/ft)

Gripple Ductmate Erico Gripple Ductmate Erico Gripple Ductmate Erico Gripple Ductmate Erico








ROUND DUCTWORK

Maximum Diameter Single Loop at 10 ft Spacing Single Loop at 8 ft Spacing Single Loop at 5 ft Spacing

Wt (lbs/ft)

Gripple Ductmate Erico Gripple Ductmate Erico Gripple Ductmate Erico

8” 6.7 No. 2 No. 10 SLD2L No. 2 No. 10 SLD2L No. 2 No. 10 SLD2L




26” 21.7 No. 4 No. 20 - No. 3 No. 20 SLD3L No. 3 No. 10 SLD3L 32” 26.7 No. 4 No. 20 - No. 4 No. 20 - No. 3 No. 20 SLD3L

Maximum Diameter Pair at 10 ft Spacing Pair at 8 ft Spacing Pair at 5 ft Spacing

Wt (lbs/ft)

Gripple Ductmate Erico Gripple Ductmate Erico Gripple Ductmate Erico





NOTES: 1. Schedule is based on 16 gauge maximum ductwork. 2. Hanger sizes are based on vertical hanging only. Refer to manufacturer's data for load limits of hangers at angles other than vertical. 3. Wire diameters are based on the following sizes:

Gripple Ductmate Erico Size No. 1 = 3/64” No. 10 = 5/64” SLD2L = 0.079” = 5/64” Size No. 2 = 5/64” No. 20 = 1/8” SLD3L = 0.118” ~ 1/8” Size No. 3 = 1/8” No. 30 = 3/16” Size No. 4 = 3/16”

4. The locking device numbers corresponds to the wire numbers for all three manufacturers


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END OF SECTION

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PR#1 05/27/16

ADD#4 06/16/16

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01A

98A98A

40A

01A01A

98A98A

40A

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GENERAL NOTESGENERAL PIPING

AND DEMOLITION NOTES

SHEET INDEX

WATER SUPPLYINFORMATION

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BOLT UNISTRUT FRAME TOFLOOR ONLY @ 6' O. C.

UNISTRUT MOUNTING FORREFRIGERATION LINES ANDELECTRICAL CONDUITS. DONOT MOUNT UNISTRUT TOBACK OF CASES. BOLT TOFLOOR ONLY.

ON UNISTRUT @ 8" O. C.MOUNT REFRIGERATION LINES

UNISTRUT

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CIM‐B4 SCHEDULE (E)1 MTB‐11a MD PROD (E)2 MTB‐11b MD PROD (E)3 SPARE (E)4 MTB‐12 (SENSOR) **5 SPARE (E)6 MTB‐13a MD DELI (E)7 MTB‐13b MD DELI (E)8 SPARE (E)

AUX

06.15.09 REMC

RACK DISCHARGE AIR TEMPERATURE AND DEFROST PARAMETERSCIRCUIT # APPLICATION MODEL NUMBER MANUFACTURER MANUFACTURER TARGET (°F) FREQUENCY PER DAY MAX DURATION (MIN) TEMINATION TEMP (°F)

B12 M.D. Dairy DX6XN KYSOR WARREN 33 6 35 47

*EMS CONTRACTOR TO OPTIMIZE DEFROST PARAMETERS FOR NEW CASES WITHIN EXISTING STORE SETTINGS

CIM‐C5 SCHEDULE (E)1 MTC‐4a MD Deli (E)2 MTC‐4b MD Deli (E)3 MTC‐4c MD Deli (E)4 SPARE (NEW)5 SPARE (NEW)6 SPARE (NEW)7 SPARE (E)8 SPARE (E)

AUX

D

ANCHOR STRAP SUPPLIER CONTACT INFORMATION:LOZIER: JOSH GOEDKEN, [email protected], (402) 457-8379MADIX: CHERI BAGLEY, [email protected], (256) 839-6354

2.

NOTES:1. ANCHOR BOLTS AND STRAPS NOTED ABOVE ARE FURNISHED BY AND INSTALLED BY THE GENERAL CONTRACTOR (GC).

24VSD

SHELVING WIDTH(IN INCHES)(SD = SUPER DUTY, IF NOTED)

SHELVING FIXTURE TYPE MARKAND HEIGHT, PER SCHEDULE

HALF GONDOLAFIXTURE SYMBOL

ANCHOR BOLT(REF DETAILS)

NOTE: ANCHORS SHOWN ABOVE ARE FOR EXAMPLE ONLY,REFER TO PLAN AND DETAILS FOR ACTUAL ANCHOR CONFIGURATION.

44-120 075A

FRAME WIDTH (IN INCHES)("24/44" = DESK)

FRAME POST WALL THICKNESS(INCHES, 075 = 0.075")

FRAME HEIGHT(IN INCHES)

(NSF = STEEL CHANNEL POST C3x3.5)

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RACK FIXTURE MARK(SHELF CONFIGURATIONVARIES - BY OWNER)

FRAME POST TYPE,REF SCHEDULE (A = UA)

TYP RACK FIXTURE SYMBOL

ANCHOR BOLT (REF DETAILS)

DENOTES RACK FRAME LOCATIONS WITH MISSINGOR DAMAGED ANCHOR BOLT(S) AT ONE OR BOTHBASEPLATES. REF PLAN FOR ANCHORAGE NOTES.

EXISTING RACK

RELOCATED EXISTING RACK

EXISTING RACK WITH NEWSHELF CONFIGURATION

NEW RACK

EXISTING RACK WITHNEW FRAMES

RACK SYMBOL LEGEND

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ONLY THOSE RACK/SHELVINGFIXTURES NOTED ON THIS PLAN

REQUIRE ANCHORAGE (UNO).

EXISTING RACK FRAMES TO BERELOCATED TO LOCATIONSHOWN, ANCHOR PER 5A-FXS2(THESE FRAMES ONLY)

PROVIDE (1) 1/2" DIA x 3" POWERSANCHOR BOLT, REF 5A-FXS2, AT EACHBASE PLATE WHERE ANCHOR BOLTS AREMISSING OR DAMAGED (TYP AT FRAMESWITH "*" SHOWN ON PLAN, FIELD VERIFY)

DENOTES ANCHOR BOLT(S) ATSHELVING FRAMES REQUIRINGANCHORAGE, REF SHELVINGFIXTURE AND ANCHORAGESCHEDULE FOR REQUIREDANCHORAGE DETAIL, TYP

DENOTES ANCHOR BOLT(S) ATRACK FRAME BASE PLATE, REFRACK FRAME AND ANCHORAGESCHEDULE FOR REQUIREDANCHORAGE DETAIL, TYP

REPLACE EXISTING DAMAGED FRAMEWITH (1) NEW 30-72 75A FRAME ATLOCATION SHOWN (FIELD VERIFY),ANCHOR BASE PLATE PER 5A-FXS2

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JBA PROJECT #: 1535005758

GENERAL NOTES

1.0 GENERAL1.1 JOHNSTON BURKHOLDER ASSOCIATES HAS DESIGNED THE BASE ANCHORAGE, MEMBERS AND CONNECTIONS FOR THE

FIXTURES SHOWN ON THIS INSTALLATION DRAWING TO RESIST SEISMIC LATERAL FORCES. INSTALLATION OF THE FIXTURESSHALL MEET THE LAYOUT SHOWN ON THE FIXTURE LAYOUT PLAN, PROVIDED BY OWNER.

2.0 SLAB AND FOUNDATION2.1 SLAB ON GRADE IS ASSUMED TO HAVE A MINIMUM OF 3,500 PSI COMPRESSIVE STRENGTH.2.2 THE SLAB ON GRADE IS ASSUMED TO BE A MINIMUM OF 4 INCHES THICK (5 1/2 INCHES THICK MINIMUM AT THE STORAGE

AREAS), UNREINFORCED AND PLACED OVER A MINIMUM OF 4 INCHES OF DRAINAGE FILL.2.3 THE SLAB ON GRADE IS DESIGNED TO BEAR ON A NET SOIL BEARING CAPACTIY OF 1500 PSF MINIMUM.

3.0 MATERIAL FOR RACKS AND ANCHORAGE3.1 ALL ANCHORS TO THE SLAB SHALL BE AS NOTED ON THESE PLANS.3.2 OWNER IS TO PROVIDE MAINTAINENCE PER RMI 1.4.1.3.3 RACK INSTALLER SHALL OBTAIN OUT-OF-PLUMB INSTALLATION TOLERANCE FROM FIXTURE SUPPLIER PRIOR TO INSTALLATION

- RMI 2008, SECTION 1.4.11.1.3.4 USE E70xx WELD RODS OR EQUAL TO TENSILE STRENGTH OF BASE METAL OF WELDMENTS. PER AWS D1.1 OR D1.3. NO FIELD

WELDING IS PERMITTED. ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS, IN AN APPROVED SHOP.3.5 PROVIDE 6" AT 120" TALL RACKS AND 4 1/2" AT RACKS LESS THAN 120" (OR EQUAL TO 5% OF THE UPRIGHT FRAME HEIGHT)

MINIMUM CLEARANCE BETWEEN OTHER RACK FIXTURES OR ADJACENT BUILDING ELEMENTS PER ASCE 7-10, SECTION 15.5.3.8.

ANCHORAGE BILL OF MATERIALS

USAGE MATERIAL TYPE COUNTANCHOR POWERS WEDGE BOLT+ - 1/2” DIAMETER x 3” (#7244SD) 36ANCHOR POWERS WEDGE BOLT+ - 3/8” DIAMETER x 3” (#7224SD) 76STRAP ANCHOR STRAPS (GONDOLA) 54

WALL ANCHOR MTL STUD WALLS – 1/4” DIA x 6” LAG SCREWS 5

RACK FIXTURE BILLOF MATERIALS

SHELF BEAMS45" 8

COMBO LOAD STOP BEAMS45" 193" 4

WIRE RACK SHELVING24" x 45" 4

SHELVING FIXTURE & ANCHORAGE SCHEDULE

FIXTUREMARK

FIXTUREDESCRIPTION

FIXTUREHEIGHT

ANCHORAGEDETAIL

15S HALF GONDOLA 54" 1A-FXS218S HALF GONDOLA 54" 1A-FXS218W HALF GONDOLA 84" 1A-FXS224W HALF GONDOLA 84" 1A-FXS2

RACK FIXTURE SCHEDULE

FIXTUREMARK

FIXTUREDESCRIPTION

TOP SHELFHEIGHT FRAME MARK

MAX SHELFLOAD (LBS)

D STORAGE RACK 120" FRAME : 24-120 075A 1200

RACK FRAME & ANCHORAGE SCHEDULE

FRAME MARK ANCHOR DETAIL FRAME COUNT24-120 075A 2-FXS2 & 5A-FXS2 230-72 075A 2-FXS2 & 5A-FXS2 1

1" = 20'-0"1 RACK AND SHELVING FIXTURE ANCHOR PLAN

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