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<br />Project Manual
<br />Version 07.2
<br />Reflecting
<br />Changes Through
<br />24 Aug 2007
<br />Section 00 21 13
<br />Instructions to Bidders
<br />1. General
<br />1.1. The Work: Publix Super Market store building located as indicated on the title block
<br />of these Drawings.
<br />1.2. Securing Documents: Invited Bidders may obtain copies ofthe Proposed Contract
<br />Documents as indicated in the Invitation to Bid.
<br />1.3. Bid Form: Bids will be received at the time and place indicated in the Invitation to
<br />Bid, and shall be on the form provided with the Invitation to Bid.
<br />1.4, Bonds
<br />1.4.1 No bid security is required.
<br />1.4.2 A Labor and Materials Payment Bond and a Performance Bond, each in the
<br />amount of the Contract Sum, are required as a Deductive Alternate.
<br />1.5. Examination of Documents and Site of Work
<br />1.5.1 Bidders Review of Documents: Bidder shall examine entire set of Drawings,
<br />all Sections of Specifications, and all Conditions of the Contract.
<br />1.5.2 Note especially Supplemental Drawings and Specifications which integrate the
<br />Publix Prototype Design with the Site and all adjacent Shopping Center
<br />structures, and which may provide or modify the facade and adjacent structure.
<br />These Drawings and Specifications are part of this Contract, and are listed in
<br />the Invitation to Bid.
<br />1.5.3 Bidders review of Construction Site: Bidder shall visit Project Site to be
<br />acquainted with surrounding territory, means of approach to Site, conditions of
<br />actual Job Site, and facilities for delivery, storage, handling and placing of
<br />materials and equipment. Bidder shall compare Drawings and Specifications
<br />with work in place in order to be fully informed of all conditions affecting
<br />execution ofwork. Failure to visit site or failure to examine any and all
<br />Contract Documents will not relieve successful Bidder from necessity of
<br />furnishing all materials or equipment, or performing all work, that may be
<br />required for completion in accordance with Drawings and Specifications
<br />without additional cost to Owner. Neglect of above requirements will not be
<br />accepted as reason for delay in Work.
<br />1.6. Proof of Competence and Approval of Subcontractors
<br />1.6.1 The successful Bidder will be required to submit to the Owner a list of
<br />proposed Subcontractors for principal portions of the Work before execution of
<br />the Contract. This list must be approved by the Owner and will become an
<br />Amendment to the Contract. The Owner may require evidence that a proposed
<br />Subcontractor has sufficient means and experience in the types of work called
<br />for to assure completion of the Contract in a satisfactory manner.
<br />1.7. Award and Execution of Contract
<br />1.7.1 The Contract, if awarded, will be awarded to the invited Bidder who has
<br />proposed the lowest Contract Sum, subject to the Owner's and Architect's right
<br />to reject any and all Bids and to waive informality and irregularity in the Bids
<br />and in the Bidding.
<br />1.7.2 The Form of Agreement which the successful bidder will be required to
<br />execute is AIA Al 11, 1997, "Form of Agreement Between Owner and
<br />Contractor" Publix Super Markets, Inc. is included in the definition of "Owner"
<br />and shall be a required Cosignatory of the Owner -Contractor Agreement.
<br />1.7.3 At or prior to delivery of the Signed Agreement, the Bidder to whom the
<br />Contract is awarded shall deliver to the Owner those Certificates of Insurance
<br />required by the Contract Documents and such Labor and Materials Payment
<br />Bonds and Performance Bonds as may be required by the Owner.
<br />1.7.4 Certificates of Insurance and Bonds shall be approved by the Owner before the
<br />Successful Bidder may proceed with the Work. Failure to provide either in a
<br />form satisfactory to the Owner shall subject the Contractor to loss of time from
<br />the allowable Construction Period equal to the Time of Delay in furnishing the
<br />required material.
<br />1.8. Construction Time
<br />1.8.1 The Agreement will include a requirement that the Work be completed within. a
<br />Specified Number of Days following the Date of Commencement. The
<br />Specified Number of Days will be agreed upon between the Owner and the
<br />Successful Bidder. The Date of Commencement will be defined in the Owner -
<br />Contractor Agreement (for the purpose of administration of the Owner -
<br />Contractor Agreement only) as the later of either 1) the date of the Owner -
<br />Contractor Agreement or 2) the Date of Receipt of the Building Permit.
<br />2. Products
<br />Not Used
<br />3. Execution
<br />Not Used
<br />End of Section 00 21 13
<br />Section 01 1100
<br />Summary of Work
<br />1. General
<br />1.1, Work under this Agreement is the construction of a Publix Super Markets Store
<br />Building.
<br />1.2. Related work under other contracts
<br />1.2.1 Sitework:
<br />Site Grading
<br />Site Drainage
<br />Site Utilities, Paving
<br />Pad Preparation for this building
<br />Construction of other buildings within the Project.
<br />Other work as required for satisfactory completion of the Project.
<br />1.2.2 On projects for which Publix Super Markets, Inc. is the sole Owner, some or
<br />all of the above -listed Site Work may be part ofthis Contract; See Bid Forms
<br />for definitive list
<br />1.3. The following items will be furnished by Publix Super Markets, Inc. and shall be set
<br />in place, installed, and connected by the proper trades under this Contract (except for
<br />connection work by Publix as noted). These items may be designated OFCI (Owner
<br />Furnished, Contractor Installed) when referenced in the Documents. Items will be
<br />delivered to the Site of Construction. Contractor assumes responsibility for delivered
<br />items at the time of delivery. Coordinate with Publix for delivery method and time.
<br />1.3.1 If Additive Alternate for HVAC Equipment is not accepted: Roof -Top HVAC
<br />Equipment curbs and support rails, and HVAC Units (except final connection
<br />of control wiring by Publix whether Additive Alternate is accepted or not). In
<br />any case, where required elsewhere, radiant unit heaters are part of the
<br />Contract.
<br />1.3.2 Pre -sloped rooftop curbs for 1iVAC Systems, Mechanical Centers.
<br />1.3.3 All Supply and Exhaust Fan curbs, and all Supply and Exhaust Fans.
<br />1.3.4 Grease Hoods and Heat Removal Hoods, designated GH- and HR- on
<br />Mechanical Drawings.
<br />1.3.5 Hot Water Storage and Reclaim Tanks.
<br />1.16 Light Fixtures and Lamps.
<br />1.3.7 Energy Management Panels (except final connection to power and control
<br />wiring installed by Contractor will be by Publix).
<br />1.3.8 All Utility type sinks: stainless steel freestanding one, two, three, and four
<br />compartment sinks, Plumbing brass provided by Contractor.
<br />1.3.9 Emergency Generator and Transfer Switch with gas regulator and filter.
<br />1.3.10 "Lite-Lab" suspended grid system.
<br />1.3.11 Boston Retail's "Boston Beam" space frame.
<br />1.3.12 Traffic Doors.
<br />1.4. The following items will be furnished, set in place, installed, and connected by Publix
<br />Super Markets, Inc. either under separate contract or by Publix personnel (except for
<br />connection work by Contractor as noted in parentheses):
<br />1.4.1 Walk-in coolers and freezers, including installation of refrigerant lines and
<br />condensate lines to hub drains (electrical connection by Contractor).
<br />1.4.2 Insulated composite panel ceiling systems.
<br />1.4.3 Refrigerated Cases, including installation of refrigerant lines and condensate
<br />lines to hub drains (except electrical connection by Contractor).
<br />1.4.4
<br />Condensers and Compressors for Refrigerated Systems, with weatherproof
<br />Units of labor x actual rate by Categories
<br />housings "Weather-Pac's" or roof -top houses where indicated (except
<br />% of labor burden by Categories
<br />connection of power and control wiring; required flashing, pre -manufactured
<br />Total labor by Categories
<br />curbs shown, and other water/weatherproofing by Contractor).
<br />1.4.5
<br />Heated food display cases {electrical connection by Contractor).
<br />1.2.5.2 Material:
<br />Units of material x actual unit cost by Categories
<br />1.4.6
<br />Bakery Ovens (gas and electrical connection ,and flues and vents by.
<br />Contractor - Contractor shall receive and store ovens at the site until Publix
<br />Subtotal by Categories
<br />forces can. install them).
<br />°/aTax
<br />1.4.7
<br />Signs on facade and under canopy (electrical connection by Contractor).
<br />1.2.5.3 Category Total {ar Subcontract):
<br />1.4.8
<br />Scissor Lifts, Dock Levelers, and Dock Bumpers (except associated concrete
<br />Total Labor
<br />work, steel embeds and electrical connection by Contractor).
<br />Total Material
<br />1.4.9
<br />Trash Compactor (electrical connection by Contractor).
<br />Subtotal
<br />X 7%
<br />1.4.10 Baler (except electrical connection by Contractor).
<br />Category Cost
<br />1.4.It Ice Machines with condensate drain connection (water supply connection and
<br />electrical connection by Contractor).
<br />1.4.12 Gondolas (electrical wiring by Contractor).
<br />1.4.13 Checkout Stands, including all signal wiring (electrical connection by
<br />Contractor).
<br />1.4.14 Combined Burglar and Fire Alarm System, including all final power and signs
<br />wiring connection (conduit, junction boxes, pulling of power and signal wiring
<br />and duct mounted ionization detectors by Contractor).
<br />1.4.15 Safes.
<br />1.4.16 Automated Teller Machines (ATM's), communication (electrical connection
<br />by Contractor).
<br />1.4.17 Wall Clock in Sales Area (electrical connection by Contractor).
<br />1.4.18 Unit Insect Control Systems
<br />1.4.19 Portable Fire Extinguishers.
<br />1.4.20 Towel, Soap, and Toilet Paper Dispensers.
<br />1.4.21 Diaper -Changing Stations.
<br />1.4.22 Music System
<br />1.4.23 Automatic Fire Suppression System in its entirety as listed in Section 15355.
<br />1.4.24 Trim package: Cart curbs, rub rails, interior railings, etc.
<br />1.5. Area of horizontal runs by Trades
<br />Electrical: Bottom of roof deck to 32 in. below roof deck,- where
<br />exposed, immediately beneath roof deck, passing between steel joists
<br />where possible.
<br />Refrigeration: 32 in, to 36 in. below roof deck; where exposed,
<br />immediately below bottom chord ofsteel joistgirders andjoists.
<br />Fire Sprinkler: 8 in. above ceiling, where exposed, 8 in. above
<br />bottom chord ofsteel joist girders and joists.
<br />Air Conditioning: 36 in. below roof deck to 10 in. above ceiling;
<br />where exposed, hang as close under bottom chord of steel joist
<br />girders and joists as possible while leaving room for refrigeration
<br />lines.
<br />If deviation from these areas is indicated such deviation must be
<br />agreed upon by the Job Superintendent and/or Publix's
<br />representative.
<br />2. Products
<br />Not Used
<br />3. Execution
<br />Not Used
<br />End Of Section 01 1100
<br />Section 0123 00
<br />Alternates
<br />1. General
<br />1.1. To enable the Owner to evaluate the cost of alternate methods of construction of the
<br />Project, the Alternates described in this Section are required to be stated on the Bid
<br />Form submitted by each Bidder.
<br />1.2. The cost of Labor and Material Payment Bond and Performance Bond shall be listed
<br />as an Add Alternate.
<br />1.3. Underslab Porous Fill - in some locations the building pad or sub -grade will be
<br />constructed with material which meets the specified requirements for under -slab
<br />porous fill. In such a case the Owner may choose to omit under -slab porous fill from
<br />this Contract. State an amount which may be deducted from the Base Bid for the
<br />omission of Material, Labor, and Equipment for the installation of under -slab porous
<br />fill.
<br />1.4. HVAC Equipment - State an amount which may be added to the Base Bid for the
<br />inclusion of rooftop HVAC Units, their curbs, and support rails. The Contractor shall
<br />set in place, install, and connect this equipment whether this alternate is accepted or
<br />not.
<br />2. Products
<br />Not Used
<br />3. Execution
<br />Not Used
<br />End Of Section 01 23 00
<br />Section 0125 00
<br />Substition Procedures
<br />1.2.5.4 Recap Categories
<br />Category Cost each Category
<br />Total Cost of Revision Request or Change Order
<br />2. Products
<br />Not Used
<br />1 3. Execution
<br />Not Used
<br />End Of Section 0126 00
<br />Section 0133 00
<br />Submittal Procedures
<br />1. General
<br />1.1. Each Bidder obligates himself to the use of brands, makes and models, materials and
<br />apparatus named in this Project Manual and on the accompanying Drawings, unless
<br />substitute approval is obtained in the manner described herein.
<br />1.2. All items, for which there is a specific product or brand designated, shall be supplied
<br />as specified.
<br />1.3. After bidding: no substitutions will be considered, except in cases necessitated by
<br />strikes, bankruptcy, discontinuation of a product, etc., or where equal performance
<br />and significant cost savings will result. Requests shall be in writing and be
<br />accompanied by full descriptive data. It is assumed that the reason for substituting
<br />materials and methods is based on a cost or time savings, and that Publix will share in
<br />these benefits.
<br />2. Products
<br />Not Used
<br />3. Execution
<br />Not Used
<br />End Of Section 01 25 00
<br />Section 0126 00
<br />Contract Modification Procedures
<br />1. General
<br />1.1. Definitions: Refer to AIA Document A201.
<br />1.1.1 The Contract for Construction (the Work) is composed of:
<br />Agreement (Form itself, with attachments)
<br />General Conditions
<br />Specifications
<br />Drawings
<br />Addenda
<br />1.1.2 Change Orders modify any or all of the parts of the Contract where a change in
<br />Cost or Time is required.
<br />1.1.3 Minor changes in the Work shall be as directed by the Owner's Representative.
<br />1,1.4 Aligned Contractors shall be bound by provisions of their Cost Plus a Fee
<br />Contracts.
<br />1.2. Revision Request (This is the term used to describe the process by which Publix
<br />identifies items for change):
<br />1.2.1 Where a Revision Request has no associated cost, submit a letter stating this, or
<br />include as a no cost line item on a Change Order.
<br />1.2.2 Where a Revision Request requires an adjustment in the Contract Sum, submit
<br />within 30 days from distribution date of Revision Request as a Change Order
<br />or a line item on a Change Order. If Change Order is not received within 30
<br />days, it will be assumed that the Revision Request is a no cost item.
<br />1.2.3 Where a Revision Request is included as a line item on a Change Order,
<br />include the following as back-up, broken out for each Revision Request
<br />individually.
<br />1.2.4 Submit on forms supplied or approved by Publix.
<br />1.2.5 Required Information:
<br />1.2.5.1 Lobar:
<br />1. General
<br />1.1. Submit all required Shop Drawings, Product Data, Samples, Concrete Design Mixes,
<br />Test Results, etc. to:
<br />Publix Super Markets, Inc.
<br />Attn: Facilities Design
<br />P.O. Box 407 (3300 Publix Corporate Parkway)
<br />Lakeland, FL 33802 (33811)
<br />1.2. Submittal Types:
<br />1.2.1 Letters of Intent (IAI):
<br />1.2.1.1 Use where provided by Publix. LOI's shall be filled out completely,
<br />with all options marked, and with all blanks filled in, properly signed
<br />by an authorized agent of the company concerned
<br />1.2.1.2 LOI shall be followed exactly in the field Provide adequate
<br />information at the Job Site for Installers to conform to Manufacturers
<br />recommendations.
<br />1.2.1.3 Submit only the original, signed LOI to Publix. Contractor may retain
<br />as many copies as he needs.
<br />1.2.2 Manufacturer's Literature:
<br />1.2.2.1 Submit where required by applicable Project Manual Section. Submit
<br />a minimum three copies for use of Owner and Contractor, additional
<br />copies as required.
<br />1.2.2.2 Where more than one option is described, mark to indicate model or
<br />type to be used
<br />1.2.3 Shop Drawings
<br />1.2.3.1 Submit for the following:
<br />Concrete Reinforcing Steel
<br />Masonry Reinforcement
<br />Open Web Steel Joists
<br />Structural Steel
<br />Fire Sprinklers
<br />Other items of work as required
<br />1.2.3.2 Submit in number prescribed by instruction letter issued at pre -
<br />construction meeting or, if not specified in letter or individual
<br />sections, submit three sets.
<br />1.2.3.3 Materials Lists:
<br />1.2.3.4 Identify all pertinent characteristics (type, model number, etc.) of
<br />materials intended for use.
<br />1.2.3.5 Fire Sprinkler submittals only: Submit two sets with approval by
<br />Factory Mutual and local Authority having Jurisdiction. Submit sets
<br />bearing the original signature or initials ofthe reviewers. Include
<br />original letter from Factory Mutual detailing their review comments.
<br />These sets will not be retumed.
<br />1.2.4 Test Reports:
<br />1.2.4.1 Where indicated, submit test reports to prove compliance of materials
<br />supplied with specification intent.
<br />1.2.4.2 Reports Required:
<br />Concrete .
<br />Soil and other Geological Tests.
<br />Steel Inspection Report
<br />Others as needed
<br />1.2.4.3 Note the requirements stated elsewhere for same -day submittal of test
<br />reports indicating substandard soil or concrete.
<br />1.2.5 Samples:
<br />1.2.5.1 Where required for selection of color, texture or other physical
<br />characteristics, submit samples of materials intended for use.
<br />1.2.5.2 Samples shall be large enough to allow adequate evaluation.
<br />1.2.5.3 Submit two samples minimum. One will be retained by Publix, the
<br />other will be returned to the General Contractor for use at the Job Site.
<br />1.2.6 Sample Panels:
<br />1.2.6.1 Where required by Publix Architect, erect on the job site where
<br />directed, a Sample Panel of major finish work.
<br />1.2.6.2 Sample Panel shall be no larger than 4'-0" x 8'-0", but shall be large
<br />enough to indicate joint treatment, corner treatment, range of
<br />coloration, and other pertinent characteristics of the installation of
<br />materials selected.
<br />1.2.6.3 Sample Panel will be used as the Quality Standard for the work
<br />represented. Work in place shall conform to the treatments shown by
<br />the Sample Panel.
<br />1.3. Submittal Process
<br />1.3.1 Time
<br />1.3.1.1 Letters of Intent: Return to Publix no later than 2 weeks before
<br />commencement of work described, and no later than 60 days from
<br />project commencement. .
<br />1.3.1.2 Marginal Soil, Concrete or Other Tests that indicate substandard
<br />conditions; submit to Publix immediately.
<br />1.3.1.3 All other submittals: Return to Publix no later than 2 weeks before
<br />commencement of work described, and no later than 60 days from
<br />project commencement.
<br />1.3.1.4 Subcontractor prepares submittal
<br />1.3.1.5 If LOI is available, send original to General Contractor.
<br />1.3.1.6 If LOI is not available, send six copies of submittals to General
<br />Contractor.
<br />1.3.1.7 Deviations from the specifications willt be considered only in the
<br />event that those products specified have become unavailable for use.
<br />Other products may be submitted only for future consideration.
<br />1.3.2 General Contractor reviews submittal
<br />1.3.2.1 If LOI is submitted, record action taken and send on to Publix.
<br />1.3.2.2 Approve or annotate the submittals, then send on to Publix.
<br />1.3.2.3 If disapproved, notify Subcontractor.
<br />1.3.3 Publix reviews submittal
<br />1,3.3.1 IfLOI is submitted, record.
<br />1.3.3.2 Approve or annotate submittals, keep file copy, return others to
<br />General Contractor.
<br />1.3.3.3 If disapproved, notify General Contractor.
<br />2. Products
<br />Not Used
<br />3. Execution
<br />Not Used
<br />End Of Section 01 33 00
<br />Section 0150 00
<br />Temporary Facilities and Controls
<br />1. General
<br />1.1. Temporary Requirements:
<br />1.1.1 Furnish two currently accepted type hygienic portable toilet facilities, and
<br />maintain same.
<br />1.1.2 Provide temporary water supply (3/4' ).
<br />1.1.3 Provide temporary electric service for power and lighting (208 volt, 200 amp.)
<br />1.1.4 All temporary facilities shall be removed when their use is no longer required.
<br />1.1.5 General Contractor shall pay operating costs of all temporary services.
<br />1.2. Security: Provide weathertight shed(s) for all materials requiring protection from
<br />weather, with raised floors for storage of cement, lime, and similar items.
<br />1.3. Construction Cleaning:
<br />1.3.1 Contractors shall clean construction site daily of all rubbish and trash which
<br />might breed mosquitoes and vermin, or which is highly combustible. Trash
<br />which cannot be burned because burning is not allowed by local ordinance, or
<br />because it is not combustible, shall be removed from the site at least weekly.
<br />1.3.2 The Contractor shall clean sweep the finished floor every day and be sure that
<br />the finished floor is undamaged by equipment or materials being stored directly
<br />on the floor. A daily check of rolling equipment shall be made for oil or battery
<br />acid leaks. The Contractor shall caution all Subcontractors about protecting the
<br />finished floor from staining materials such as oil, acid, chewing tobacco,
<br />cigarettes, coffee, soft drinks, and tire skid marks from rolling equipment.
<br />1.3.3 Provide final clean-up of entire site and building interior and exterior,
<br />including the roof before requesting Substantial Completion inspection.
<br />1.4. Field Office
<br />1.4.1 Provide weathertight shed or trailer with raised floors with adequate space for
<br />Contractor's and architect's needs.
<br />1.4.2 Telephone: Install in field office for duration of construction work. Provide
<br />outdoor bell or bells to permit hearing ring from any part of Construction Site.
<br />1.4.3 Contractor shall keep min. of 3 hard hats in field office for use by authorized
<br />visitors. These hats shall be kept in a clean and presentable condition.
<br />1.4.4 Contractor shall at all times maintain a complete set of up-to-date Contract
<br />Documents in the field office. Documents which have been superceded shall be
<br />destroyed or clearly marked
<br />2. Products
<br />Not Used
<br />3. Execution
<br />Not Used
<br />End Of Section 0150 00
<br />Section 0166 00
<br />Product Storage and Handling Requirements
<br />4. General
<br />4.1. Walk -In Coolers and Freezers, and associated Evaporator Coils and Rooftop
<br />Refrigeration Equipment
<br />4.1.1 The General Contractor shall schedule a delivery date for this equipment,
<br />which date shall not be changed later than two weeks prior to the scheduled
<br />date.The following are prerequisites to delivery:
<br />4.1.1.1 A stabilized roadway must be completed from a public street to and
<br />around the Publix building. Roadway and track around building shall
<br />accomodate the size and type of crane required to set steel and roof-
<br />top equipment.
<br />4.1.1.2 All interior slabs must be poured.
<br />4.1.1.3 All portions of the building must be dried in.
<br />4.1.1.4 The area around the building must be accessible so that a crane will be
<br />able to lift the units from the ground to their rooftop locations.
<br />4.1.1.5 On stores which have Rooftop Machine Rooms for housing
<br />Refrigeration Equipment, the Contractor must be prepared to make
<br />machine rooms weather-proof immediately after the equipment is set
<br />in place.
<br />4.1.1.6 If the delivery date must be changed less than two weeks prior to a
<br />scheduled delivery date, the Contractor shall bear all costs for storage,
<br />demurrage, return and reshipping, etc.
<br />4.2. Refrigerated Cases:
<br />4.2.1 The General Contractor shall schedule a delivery date for this equipment,
<br />which date shall not be changed later than two weeks prior to the scheduled
<br />date. The following are prerequisites to delivery:
<br />4,2.1.1 A stabilized roadway must be completed to the rear of the Publix
<br />.building.
<br />4.2.1.2 The cases will be unloaded on the concrete pad at the rear of the store.
<br />This pad must have been poured and cured for at least three days prior
<br />to delivery of the cases.
<br />4.2.1.3 The building shall be secure. The General Contractor shall sign for
<br />receipt of the cases and be responsible for them, except for any
<br />damage caused by Publix' installation crew or Refrigeration
<br />Contractor.
<br />4.2.1.4 The finished floor must be completely frnished,cleaned, polished,
<br />stains removed, and sealed.
<br />4.2.1.5 The interior of the Store Sales Area must be essentially complete,
<br />including painting, ceilings, wall coverings, wall tile, canopies, etc.
<br />4.2.1.6 The area where cases are to be located must be swept clean.
<br />4.2.1.7 Electrical wiring must be pulled and ready for connection.
<br />4.3. Light Fixtures:
<br />4.3.1 The General Contractor shall notify Publix when he is ready to accept light
<br />fixtures.
<br />4.3.2 The General Contractor shall sign for receipt of the light fixtures and be
<br />responsible for them.
<br />4.3.3 The light fixtures shall be stored in a secure location on the job -site. The walk-
<br />in coolers and freezers may be used for this purpose.
<br />5. Products
<br />Not Used
<br />6. . Execution
<br />Not Used
<br />End Of Section 0166 00
<br />Section 01 77 00
<br />Closeout Procedures
<br />1. General
<br />1.1. Electric Service: Payment for electric service will become the responsibility of Publix
<br />Super Markets, Inc. at the earlier of two dates:
<br />1.1.1 The date Publix starts up the refrigeration system permanently.
<br />1.1.1.1 All testing and remediation of the refrigeration system shall be
<br />completed before this date.
<br />1.1.1.2 The air conditioning system must also be started by this date; the
<br />Contractor may start the air conditioning earlier but Publix will not
<br />pay for electric service.
<br />1.1.2 The Date of Substantial Completion as established below.
<br />1.2. The following requirements for Substantial Completion supplement those in AIA
<br />Document A201 General Conditions of the Contract For Construction, Paragraph 9.9.
<br />1.2.1 When Substantial Completion is near, Publix will at the request of the
<br />Contractor prepare a list of items to be completed or corrected. All items on
<br />this "Punch List" must be corrected or completed to the satisfaction of Publix'
<br />Representative, except those items which Publix may specifically allow to be
<br />deferred to Final Inspection, before the inspection for Substantial Completion
<br />will be scheduled,
<br />1.2.2 The following items are among those that must be completed prior to
<br />inspection for Substantial Completion:
<br />1.2.2.1 The issuance of a Certificate of Occupancy and/or a Certificate of Use
<br />by authorities having jurisdiction.
<br />1.2.2.2 Clean the entire work and site of all trash and used material. All
<br />equipment, fixtures, glass, metal, etc. shall be cleaned, ready for use
<br />with all shipping labels, manufacturer's removable labels, etc.
<br />removed.
<br />1.2.2.3 Make all floors ready for use by cleaning. Posting of all required
<br />operating instructions for equipment.
<br />1.2.2.4 Posting of typewritten panel board schedules.
<br />1.2.2.5 Labeling of all lines and controls as required.
<br />1.2.2.6 Sitework (signage, paving, striping, site utilities, landscaping, DOT
<br />requirements, and other ancillary work) performed under this Contract -
<br />or other contracts.
<br />1.2.3 After Publixx' Representative has approved the disposition of all items on the
<br />Punch List, Publix will set a date for inspection for Substantial Completion.
<br />Discrepancies noted during this inspection may be cause for withholding
<br />issuance of Certificate of Substantial Completion at the discretion of Publix'
<br />Representative. Otherwise, a Certificate of Substantial Completion will be
<br />issued promptly.
<br />1.3. The following requirements for Final Payment supplement those in AIA Document
<br />A201 General Conditions of the Contract for Construction, Paragraph 9.10. The
<br />Contractor shall notify Publix when all deferred Punch List items have been
<br />corrected, at which time Publix will set a date for inspection for Final Payment.
<br />1.3.1 The following items are among those which must be completed prior to the
<br />inspection for Final Payment:
<br />1.3.1.1 Receipt by Publix of the Project Record Documents specified in
<br />Section 01 78 39 Project Record Documents.
<br />1.3.1.2 Receipt by Publix of a Closeout Book, which shall contain the
<br />following:
<br />List of all Sub -Contractors, Sub -Sub -Contractors, And Suppliers.
<br />All required Guaranties and Warranties.
<br />All Operating Manuals, Service Instructions, and Parts Data.
<br />1.4.. At a time approximately one year after Substantial Completion Publix will schedule
<br />the One -Year Inspection of the Project. The Contractor shall send a representative.
<br />The Contractor shall correct any work found not to be in accordance with the
<br />requirements of the Contract Documents, as set forth in AIA Document A201 General
<br />Conditions of the Contract for Construction, Paragraph 12.2.2.
<br />2. Products
<br />Not Used
<br />3. Execution
<br />Not Used
<br />End Of Section 0177 00
<br />Section 01 78 39
<br />Project Record Documents (As -Built Drawings)
<br />1. General
<br />1.1. Summary:
<br />l . l.1 Throughout progress of the Work, maintain an accurate record of changes in
<br />the Contract Documents, and, upon completion of the Work, transfer the
<br />recorded changes to a set of "Final Record Documents", as described in article
<br />1.5 below.
<br />1.1.2 The purpose of the Final Project Record Documents is to provide accurate
<br />information regarding all aspects of the Project, both concealed and visible, so
<br />maintenance and future modification of the Work may proceed without
<br />extensive investigation of existing conditions.
<br />1.2. Final Project Record Set Approvals:
<br />1.2.1 Publix' Representative's approval of the status of the Final Project Record
<br />Documents may be a prerequisite to Publix' approval of requests for Progress
<br />Payments.
<br />1.2.2 Prior to submitting Request for Inspection for Final Payment, submit the Final
<br />Project Record Documents to Publix. Final Payment will not he approved until
<br />Documents are received by Publix.
<br />1.2.3 Deliver the original and two copies of Final Project Record Documents to
<br />Publix's representative within 30 days of owner acceptance.
<br />1.3. Quality Assurance, Delegate responsibility for maintenance of Final Project Record
<br />Documents to one person on the Contractor's staff as approved by Publix'
<br />Representative.
<br />1.4. Maintenance of Job Set
<br />1.4.1 Job Set: Designate one of the sets of Contract Document Drawings provided to
<br />the Contractor at the start of the Project as the Final Project Record Document
<br />Job Set. Immediately identify each sheet of the documents with the title
<br />"Record Documents - Job Set."
<br />1.4.2 Thoroughly coordinate changes within the Record Documents. Make adequate
<br />entries on each sheet of Publix' prototype Project Manual, the supplemental
<br />Architectural and Engineering Drawings and Specifications, and the Civil
<br />Engineering, Landscaping, and Site Utilities Drawings.
<br />1.4.3 Do not use the Job Set for any purpose except entry of new data and for review
<br />by Publix' Representative, until start of transfer of data to the Final Record
<br />Documents.
<br />1.4.4 Make entries on the Job Set within 24 hours after receipt of information that a
<br />change has occurred.
<br />1.4.5 Maintain the Job Set of Final Project Record Documents completely protected
<br />from deterioration and from loss or damage until completion of the Work and
<br />transfer of all recorded data to the Final Project Record Documents.
<br />1.4.6 In the event of loss of recorded data, use means necessary to again secure the
<br />data to Pubhx' Representative's approval. Such means shall include removal
<br />and replacement of concealing materials if this is necessary in the opinion of
<br />Publix' Representative.
<br />1.4.7 Change Data: Make change entries on drawings as follows:
<br />1.4.7.1 Make entries in erasable colored pencil.
<br />1.4.7.2 Call attention to each entry by drawing a "cloud" around each area
<br />affected; date all entries.
<br />1.4.7.3 In the event of overlapping changes, use a different color for
<br />subsequent changes, so that the final construction is evident.
<br />1.4.8 Schematic Conversion Data:
<br />1.4.8.1 Show on the Job Set of Record Drawings, by dimension, accurate to
<br />within one inch, the location of each run of underground conduit,
<br />pipe, etc. Clearly identify each item by accurate note such as "PVC.
<br />drain", "gal. water", and the like. Clearly note the depth of each run
<br />beneath the finished floor.
<br />1.4.8.2 Call attention to each entry by drawing a "cloud" around each area
<br />affected.
<br />1.5. Final Project Record Documents
<br />1.5.1 Obtain base drawings for Final Record Documents: At a time nearing the
<br />completion of the Work, secure from the Architect at no charge to the
<br />Contractor one complete set of Contract Document Drawings.
<br />1.5.2 Approval of recorded data prior to transfer: Following receipt of the set of base
<br />drawings of the Final Record Documents; and prior to the start of transfer of
<br />data from the Job Set to the Final Record Documents, secure the review and
<br />approval of all recorded data by Publix' Representative. Make all required
<br />revisions to the Job Set.
<br />1.5.3 After approval, carefully transfer change data and schematic conversion data
<br />shown on the Job Set of Record Drawings to the corresponding sheets, calling
<br />attention to each entry by drawing a "cloud" around the affected area. Dates of
<br />changes are not required. Use proper media to assure longevity and clear
<br />reproduction.
<br />2. Products
<br />Not Used
<br />3. Execution
<br />Not Used
<br />End Of Section 01 78 39
<br />Section 03 30 00
<br />Cast -in -Place Concrete
<br />1. General
<br />1.1. Scope of Work
<br />1.1.1 Furnish all materials, labor, equipment and services necessary and incidental to
<br />complete installation of concrete work indicated, implied on contract drawings,
<br />or as specified.
<br />1.1.2 The Contractor shall cooperate with other trades regarding installation of
<br />imbedded items, and shall obtain inserts from related trades, such as plumbing,
<br />HVAC, roofing etc., and install under this section.
<br />1.1.3 Grout fill of hollow masonry units and. hollow masonry pilasters is specified
<br />under masonry.
<br />1.2. References: the following specifications, codes and standards of current issue
<br />(hereafter referred to by acronym or alpha/numeric designation only) form a part of
<br />this specification:
<br />1.2.1 American Concrete Institute
<br />1.2.1.1 ACI 117: Standard Tolerances for Concrete Construction and
<br />Materials
<br />1.2.1.2 ACI 211.1: Recommended Practice for Selecting Proportions for
<br />Normal Weight Concrete
<br />1.2.1.3 ACI 221: Guide for Use of Normal Weight Aggregates in Concrete
<br />1.2.1.4 ACI 301: Specification for Structural Concrete for Buildings
<br />1.2.1.5 ACI 302: Guide for Concrete Floor and Slab Construction
<br />1.2.1.6 ACI 305: Hot Weather Concreting
<br />1.2.1.7 ACI 306: Cold Weather Concreting
<br />1.2.1.8 ACI 315: Details and Detailing of Concrete Reinforcement
<br />1.2.1.9 ACI 318 Bldg. Code Requirements for Reinforced Concrete (see other
<br />paragraphs of this Section for exceptions)
<br />1.2.1.10 ACI 347: Recommended Practice for Concrete Form Work
<br />1.2.2 American Society for Testing and Materials .
<br />L2.2.1 ASTM A 185: Specification for Steel Welded Wire Fabric, Plain, for
<br />Concrete Reinforcement
<br />1.2.2.2 ASTM A 615: Specification for Deformed and Plain Billet -Steel Bars
<br />for Concrete Reinforcement
<br />1.2.2.3 ASTM C 31: Making and Curing Concrete Test Specimens
<br />1.2.2.4 ASTM C 33: Specification for Concrete Aggregates
<br />1.2.2.5 ASTM C 39: Compressive Strength of Cylindrical Concrete Test
<br />Specimens
<br />1,2.2.E ASTM C 143: Slump of Portland Cement Concrete
<br />1.2.2.7 ASTM C 150: Specification for Portland Cement
<br />1.2.2.9 ASTM C 260: Air -Entraining Admixtures for Concrete
<br />1.2.2.9 ASTM E 1745-97: Standard Specification for Plastic Water Vapor
<br />Retarders Used in Contact with Soil or Granular Fill Under Concrete
<br />Slabs
<br />1.2.2.10 ASTM E 154-88: Standard Test Methods for Water Vapor Retarders
<br />Used in Contact with Earth Under Concrete Slabs
<br />1.2.2.11 ASTM E 96-95: Standard Test Methods for Water Vapor
<br />Transmission of Materials
<br />1.2.2.12 ASTM 1643-98: Standard Practice for Installation of Water Vapor
<br />Retarders Used in Contact with Earth or Granular Fill Under Concrete
<br />Slabs
<br />1.2.3 Concrete Reinforcing Steel Institute: Manual of Standard Practice
<br />1.2.4 Applicable Building Code
<br />1.3. Submittals
<br />1.3.1 Submit LOI in accordance with Section 01 33 00 Submittal Procedures.
<br />1.3.2 Design Mixes:
<br />1.3.2.1 Submit written reports to Engineer of each proposed mix for each
<br />class of concrete at least 15 days prior to the start of Work. Do not
<br />begin concrete production until proposed mix designs have been
<br />reviewed by Engineer.
<br />1.3.2.2 Reports shall include material certifications and product data for all
<br />materials proposed for use.
<br />1.3.2.3 Separate mix designs shall be required for each admixture or
<br />combination of admixtures proposed for each class and strength of
<br />concrete reviewed by the Engineer.
<br />1.3.2.4 Reports shall include wet and dry unit weights for each mix design.
<br />1.3.3 Shop Drawings: Submit in accordance with Section 01340 Submittals,
<br />prepared as described by ACI 315. Show complete plans, scaled sections, and
<br />elevations; clearly indicate all openings, ledges, haunches, construction joints
<br />required, and other pertinent items. Show size, mark, and location of all
<br />reinforcing steel, bar schedules, and bending schedules.
<br />1.3.4 Samples of materials shall be submitted if requested by the Engineer.
<br />1.3.5 Product data for proprietary materials and items, including reinforcement and
<br />forming accessories, admixtures, patching compounds, waterstops, joint
<br />systems, curing compounds, dry -shake finish materials and others if requested
<br />by the Engineer.
<br />1.3.6 Submit certificate from aggregate supplier, countersigned by concrete supplier
<br />verifying that all aggregates furnished for and used in concrete for this project
<br />conform to ASTM C 33.
<br />1.3.7 Certification of conformance to requirements, and the chloride ion content of
<br />the admixture will be required from the admixture manufacturer prior to mix
<br />design review by the Engineer.
<br />1.4. Quality Assurance - Single -Source Responsibility For Concrete Materials: Obtain
<br />concrete ingredients of uniform quality, including color for exposed concrete, from
<br />one manufacturer for each cementitious component and from one source and producer
<br />for each aggregate.
<br />1.5. Field Quality Control
<br />1.5.1 Employ a Testing Laboratory experienced in testing of concrete materials to
<br />perform material evaluation tests and to submit test reports. The laboratory
<br />conducting the testing must comply with the requirements of ASTM C 1077.
<br />Publix reserves the right to disallow any Testing Laboratory.
<br />1.5.2 Sampling Fresh Concrete: ASTM C 172, except modified for slump to
<br />comply with ASTM C 94.
<br />1.5.3 Slump: ASTM C 143; one test for each concrete load at point of discharge for
<br />all normally placed concrete, and point of placement for pumped concrete; and
<br />one for each set of compressive strength test specimens.
<br />1.5.4 Air Contents: ASTM C 173, Volumetric Method For Light Weight Concrete,
<br />ASTM C 231 Pressure Method For Normal Weight Concrete; one for every
<br />other concrete load at point of discharge, or when indicated
<br />1.5.5 Concrete Temperature: Test hourly when air temperature is 40F (4C) and
<br />below, and when 80F (27C) and above; and each time a set of compressive
<br />strength specimens is made.
<br />1.5.6 Compressive Strength Specimen: ASTM C 31; one set of 4 standard cylinders
<br />for each compressive strength test, unless otherwise directed. Mold and store
<br />cylinders for laboratory -cured test specimens except when field -cure test
<br />specimens are required
<br />1.5.7 Compressive Strength Tests: ASTM C 39; one set for each 50 cubic yards or
<br />fraction thereof; of each mix design placed in any one day or for each 3,000
<br />square feet of surface area placed; one specimen tested at seven Clays, two
<br />tested at 28 days, and one specimen retained in reserve for later testing if
<br />required.
<br />1.5.8 Test results shall be reported in writing to Publix Structural Engineer, Public
<br />Construction Department, Ready Mix Producer, and Contractor within 24
<br />hours. Reports of compressive strength test shall contain the Publix store name
<br />and number, date of concrete placement, name of concrete testing service,
<br />concrete type and class, location of concrete batch in structure, design
<br />compressive strength at 28 days, concrete mix proportions and materials, wet
<br />and dry unit weight, compressive breaking strength, and type of break for both
<br />7 day tests and 28 day tests. Also, if breaks produce results outside the
<br />limitations stated below, report shall be submitted on a yellow or other color
<br />paper that contrasts to the typical report paper color.
<br />1.5.9 Additional Tests: Coring of concrete anywhere in the structure shall be done
<br />only with written approval by Publix Engineer.
<br />1.5.10 Publix acceptance of the test reports does not in any way relieve the Contractor
<br />of his responsibility to insure the strength, slump, and quality of the in -glace
<br />concrete meets the requirements of the Contract Documents.
<br />1.6. Remediation:
<br />1.6.1 Seven (7) day concrete strength shall not be less than 75% of the 28 day
<br />strength. Twenty eight (28) day strength shall be not less than 100% of the 28
<br />day design strength. The concrete strength will be determined by the method
<br />described in ACI 318 Sections 5.6.1, 5.6.2.1, 5.6.2.2, and the corresponding
<br />ASTM Designation (C 39).
<br />1.6.2 Where testing reveals defective materials, remove nonconforming concrete and
<br />install new concrete in its place.
<br />1.6.3 Perform additional tests required to verify compliance of replacement concrete.
<br />1.7. Pre -Slab Conference: At least one week prior to the beginning of the installation of
<br />slabs on grade, the Contractor shall hold a meeting with all affected Subcontractors or
<br />Suppliers and the Hardener Manufacturer, to review the detailed requirements for the
<br />floor methods and procedures, including concrete and reinforcing placement, joint
<br />layout, placing techniques, finishing techniques, admixture usage, and curing
<br />procedures. At least one person on the finishing crew must be certified as an ACI
<br />Flatwork Finisher, or equivalent.
<br />1.8. Inspections: Notify Publix Super Market, Inc.'s Representative 48 hours (min.) in
<br />advance of all pours so that he may
<br />1.8.1 Observe all reinforced concrete placement unless otherwise directed by the
<br />Engineer.
<br />1.8.2 Check size, grade, spacing, and clearances of all reinforcing and wire mesh.
<br />1.8.3 Check lap lengths
<br />1.8.4 See that reinforcing is clean.
<br />1.8.5 See that forms are properly cleaned and oiled when required
<br />1.9.6 See that steel has been properly placed and tied.
<br />1.9.7 See that forms for columns and beams are fully constructed, except that one (1)
<br />side of form is removed to allow for visual inspection.
<br />1.9. Delivery, Storage, And Handling: Reinforcing steel shall be delivered to the building
<br />site, stored, and covered in a manner which will insure that no damage from moisture,
<br />dirt, grease, or any other substance will impair bond with concrete.
<br />1.10. Existing Conditions:
<br />1.10.1 Inspect and field verify all existing surfaces, structures, and dimensions in or
<br />adjacent to where Work is to be installed.
<br />1.10.2 Notify the Engineer in writing, before any work is installed, of any condition in
<br />disagreement with the Contract Documents or otherwise requiring correction.
<br />Failure to make such a report will be construed as acceptance of the existing
<br />conditions and acceptance of the responsibility to provide a proper installation.
<br />2. Materials
<br />2.1. General: All materials shall be delivered, stored and handled to prevent inclusion of
<br />foreign materials, damage by water, or breakage. Materials shall be stored and
<br />delivered in original packages.
<br />2.2. Concrete Materials
<br />2.2.1 Aggregates
<br />2.2.1.1 Fine and coarse aggregates shall conform to the requirements of
<br />ASTM C 33, ACI 221 and ACI 301.
<br />2.2.1.2 Coarse aggregate for normally placed concrete at foundations,
<br />pedestals, floor slabs, stem walls, steps and other locations shall meet
<br />ASTM C 33 Size No. 57 (1" to no. 4).
<br />2.2.1.3 Coarse aggregate for pump mix shall meet ASTM Size No. 8 (3/8" to
<br />no. 8).
<br />2.2.1.4 All aggregate for this Project shall be from one source and of uniform
<br />color throughout.
<br />2.2.1.5 "Opaline Chert" shall not be used.
<br />2.2.1.6 Sand shall be capable of developing 90% of the strength of standard
<br />Ottawa sand, and shall not contain more than 3% clay. The size of the
<br />sand shall be such that not less than 85% shall pass through a 1/4"
<br />sieve, not more than 30% through a 50 mesh sieve, and not more than
<br />5% through a 100 mesh sieve. Test reports shall be furnished with
<br />design mixes indicating strength and gradation.
<br />2.2.2 Cement
<br />2.2.2.1 Normal portland cement shall be type I conforming to the
<br />requirements of ASTM C 150 and shall be used for all concrete work.
<br />All cement for this project shall be from one source and of uniform
<br />color throughout unless special colors or finishes are noted.
<br />2.2.2.2 Fly Ash, slag, or silica fume shall not be used
<br />2.2.3 Water: Water for concrete shall be potable or comply with ASTM C 1602.
<br />2.2.4 Reinforcement
<br />2.2.4.1 Bars: ASTM A 615, Grade 60, unless otherwise shown on Drawings,
<br />using deformed bars for no. 3 and larger.
<br />2.2.4.2 Reinforcement Accessories: High chairs, spacers, bolsters, etc. shall
<br />meet the requirements of CRSI.
<br />2.2.4.3 Welded Steel Wire Fabric Reinforcement: ASTM A 185
<br />2.2.5 Admixtures
<br />2.2.5.1 No admixtures shall be incorporated in concrete unless written
<br />authorization is received from Pubhx' Engineer.
<br />2.2.5.2 Prohibited Admixtures: Calcium Chloride, Thiocyanates or
<br />admixtures containing more than 0.05% chloride ions are not
<br />permitted.
<br />2.2.5.3 Air Entraining Admixture: ASTM C 260, certified by Manufacturer to
<br />be compatible with other required admixtures.
<br />"AEA-92" or "AEA-92-5", Euclid Chemical Co.
<br />"Darex AEA" or "Daravair", Grace Construction Products
<br />"MB-VR" or "MB-AE 90", BASF Chemical Company
<br />2.2.5.4 Freeze Protection Admixture: Shall conform to ASTM C494 Type E except
<br />as modified herein.
<br />2.2.5.4.1 Admixture shall provide accelerated setting times and
<br />increased early and ultimate strengths
<br />2.2.5.4.2 Admixture shall protect concrete from damage from
<br />freezing at concrete temperatures as low as 40 F (4 C ) and
<br />ambient temperatures as low as 20 F (-7 C).
<br />2.2.5.4.3 Products:
<br />"Pozzolith NC534", BASF Chemical Company
<br />2.2.5.5 Water Reducing Admixture: ASTM C 494, Type A
<br />"Eucon", Euclid Chemical Co.
<br />"WRDA", Grace Construction Products
<br />"Pozzolith" or "Polyheed", BASF Chemical Company
<br />2.3. Related Materials:
<br />2.3.1 Vapor Barrier:.
<br />2.3.1.1 Moisture/Vapor Barrier: ASTM E 1745, Class A.
<br />2.3.1.2 Water Vapor Permeance: ASTM E 96, 0.012 Perms or lower.
<br />"Stego 15 mil Vapor Banner", STEGO Industries LLC,
<br />San Juan Capistrano, CA (813) 431-0205
<br />"Premoulded Membrane with Plasmatic Core", W.R Meadows,
<br />Cartersville, GA (local distributors)
<br />"Zero -Perm", Alumiseal, Hanover, MA (800) 235-2313
<br />or equivalent matching performance specifications.
<br />2.3.1.3 Tape for Sealing Laps: Use manufacturers' matching product or
<br />approved equal.
<br />2.3.1.4 Mastic for Seating Penetrations: Use manufacturers' matching
<br />product or approved equal.
<br />2.3.2 Emery -Aggregate Dry -Shake Hardener: Blended and packaged, natural gray
<br />colored, dry shake hardener containing Portland cement, aluminum oxide
<br />particles, and wetting agents or plasticizers. Acceptable manufacturers and
<br />products are:
<br />"Colorbrite Natural," Lambert Corp., Orlando, FL,
<br />2.3.3 Penetrating Curing Agent: Penetrating chemical curing compound compatible
<br />with chemical hardener. Acceptable manufacturers and products are:
<br />"Gardseal", Lambert Corp., Orlando, FL,
<br />"Acryseal HS", BASF Chemical Company
<br />2.3.4 Chemical Hardener: Clear colorless concrete hardener, dustproofer, and
<br />densifier containing chemically active magnesium/zmc silicofluoride and
<br />wetting agents. Acceptable manufacturers and products are:
<br />"Solidus," Lambert Corp.
<br />"Lapidolith," Sonnebom Corp.
<br />2.3.5 Absorptive Cover for Curing: Burlap cloth made from jute or kenaf, weighing
<br />approximately. 9 oz. per sq. yd. complying with AASHTO M 182, Class 2.
<br />2.4. Proportioning and Design of Mixes:
<br />2.4.1 Mix designs shall be proportioned in accordance with Section 5.3 of ACI 318,
<br />"Proportioning on the Basis of Field Experience and/or Trial Mixtures".
<br />2.4.2 If trial batches are used, the mix design shall be prepared by an independent
<br />testing laboratory, and shall achieve an average compressive strength 1200 psi
<br />higher than the specified strength. This over -design shall be increased to 1400
<br />psi when concrete strengths over 5000 are used
<br />2.4.3 Design mixes to provide normal weight concrete with the following properties,
<br />as indicated on the Drawings and Schedules.
<br />2.4.3.1 Maximum W/C Ratios: 0.58 for 3000 psi, 0.44 for 4000 psi. Provide
<br />minimum of 500 lbs. portland cement per cubic yard of concrete.
<br />2.4.4 Proportion and design mixes to result in concrete slump at point of placement
<br />as follows:
<br />2.4.4.1 Reinforced Foundation Systems: Not less than 3 inches and not more
<br />than 5 inches.
<br />2.4.4.2 Concrete containing high -range water -reducing admixture
<br />(superplasticizer): Not less than 9 inches and not more than 11 inches.
<br />2.4.4.3 Other concrete: Refer to structural drawings.
<br />2.5. Concrete Mixing
<br />2.5.1 Transit -mixed concrete may be used. It shall be mixed and delivered in
<br />accordance with the requirements set forth in the Standard Specifications for
<br />Ready Mixed Concretes of the ACI 304, Latest Edition.
<br />2.5.2 Ready Mix Concrete: Comply with requirements of ASTM C 94, and as
<br />specified
<br />2.5.2.1 When temperature is between 85F (30C) and 90F (32C), reduce
<br />mixing and delivery time from 90 minutes to 75 minutes, and when
<br />air temperature is above 90F (32C) reduce mixing and delivery time to
<br />60 minutes.
<br />2.5.2.2 No concrete shall be placed when internal temperature of the concrete
<br />exceeds 90F.
<br />2.5.3 Delete Reference From ASTM C 94 for adding water to batch for material with
<br />insufficient slump after it arrives on the site. No additional water, except water
<br />held back at the plant, shall be added to batch on the Job Site.
<br />2.6. Engineer's review of the design mix does not relieve the Contractor of his
<br />responsibility to insure that the strength, slump, and quality of the in -place concrete
<br />meets the requirements of the Contract Documents.
<br />3. Part 3 - Execution
<br />3.1. Preparation
<br />PV 1 IX.
<br />S U P E R M A R K E T S
<br />CORPORATE OFFICES
<br />FACILITIES DESIGN
<br />BOX 407, LAKELAND, FL 33802
<br />(863) 680.5295
<br />PHYSICAL ADDRESS:
<br />3300 AIRPORT RD., LAKELAND, FL 3381 1
<br />PUBLIX FACILITIES
<br />DESIGN DEPARTMENT
<br />DAVID TAULBEE, AIA
<br />ARCHITECT - FL. REG. 91318
<br />DAVID RUBIN, AIA
<br />ARCHITECT -FL. REG.92557
<br />GA. REGA 1881
<br />SC. REG.7477
<br />AL. REG. 623A
<br />JOHN W. KITCHENS, PE
<br />CIVI L/STRUCTURAL - FL. REG. A5277
<br />GA. REG.020251
<br />SC.REG.16340
<br />AL. REG. 20382
<br />TN.REG.101507
<br />PAUL C. HARMAN, PE
<br />STRUCTURAL - FL. REG. 51959
<br />GA.REG.27740
<br />SC. REG.2176A
<br />AL-REG.24905
<br />TN.REG.107882
<br />JOHN J. CARAMALIS, PE
<br />MECHANICAL- FL. REG. 43889
<br />GA. REG. 021246
<br />SC.REG.16521
<br />AL. REG. 20581
<br />TN.REG.108507
<br />ANTHONY CLEMENTI, PE
<br />MECHANICAL- FL. REG.54781
<br />GA. REG.31882
<br />SC.REG.25591
<br />AL. REG.28469
<br />TN. REG-111382
<br />RAYMOND J. SIRIANNI, PE
<br />ELECTRICAL - FL. REG. 54085
<br />GA. REG. 025636
<br />SC. REG.19743
<br />AL. REG.23065
<br />TN.REG.108038
<br />NORMAN MEIER, PE
<br />ELECTRICAL- FL. REG. 59422
<br />GA. REG.3IA92
<br />SC.REG.25290
<br />AL. REG.28079
<br />© COPYRIGHT 2008
<br />PUBLIX SUPER MARKETS, INC.
<br />THESE CONSTRUCTION DOCUMENTS ARE THE
<br />PROPERTY OF PUBLIX SUPER MARKETS, INC. AND
<br />ARE NOT TO BE COPIED OR REUSED FOR ANY
<br />SPECIFIC BUILDING WITHOUT WRITTEN PERMISSION.
<br />THESE DRAWINGS SHALL NOT BE DUPLICATED
<br />WITHOUT PRIOR WRITTEN PERMISSION OF
<br />PUBLIX SUPER MARKETS, INC.
<br />THE DESIGN INDICATED IN THESE CONSTRUCTION
<br />DOCUMENTS DOES, TO THE BEST OF MY KNOWLEDGE,
<br />INFORMATION, AND BELIEF, COMPLY WITH THE
<br />APPLICABLE MINIMUM BUILDING CODES
<br />. A 1 8
<br />�LIK
<br />PLOT DATE:
<br />18 JAN 08
<br />REVISION DATA:
<br />#1245 (REPL. #0390)
<br />ZEPHYR COMMONS
<br />PRETTY POND RD.
<br />& HWY. 301
<br />ZEPHYRHILLS, PASCO CO.,
<br />FLORIDA
<br />54.4
<br />DRAWING TITLE:
<br />1 Version 07.2
<br />
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