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INDEX OF SPECIFICATION SECTIONS
<br />.
<br />1.8. CONSTRUCTION TIME
<br />BIDDING REQUIREMENTS AND CONDITIONS OF THE CONTRACT
<br />1.8.1 THE AGREEMENT WILL INCLUDE A REQUIREMENT THAT THE WORK
<br />t
<br />SECTION 00 21 13 INSTRUCTIONS TO BIDDERS
<br />BE COMPLETED WITHIN A SPECIFIED NUMBER OF DAYS FOLLOWING
<br />THE DATE OF COMMENCEMENT. THE SPECIFIED NUMBER OF DAYS
<br />.
<br />DIVISION 1 - GENERAL REQUIREMENTS
<br />WILL BE AGREED UPON BETWEEN THE OWNER AND THE
<br />SUCCESSFUL BIDDER. THE DATE OF COMMENCEMENT WILL BE
<br />DEFINED IN THE OWNER -CONTRACTOR AGREEMENT (FOR THE
<br />SECTION 01 11 00 SUMMARY OF WORK
<br />PURPOSE OF ADMINISTRATION OF THE OWNER -CONTRACTOR
<br />SECTION 01 23 00 ALTERNATES
<br />AGREEMENT ONLY) AS THE LATER OF EITHER 1) THE DATE OF THE
<br />SECTION 01 25 00 SUBSTITUTION PROCEDURES
<br />OWNER -CONTRACTOR AGREEMENT OR 2) THE DATE OF RECEIPT OF
<br />SECTION 01 26 00 CONTRACT MODIFICATION PROCEDURES
<br />THE BUILDING PERMIT.
<br />SECTION O1 33 00 SUBMITTAL PROCEDURES
<br />SECTION 01 50 00 TEMPORARY FACILITIES AND CONTROLS
<br />SECTION 01 66 00 PRODUCT STORAGE AND HANDLING
<br />2. PRODUCTS
<br />REQUIREMENTS
<br />SECTION 01 77 00 CLOSEOUT PROCEDURES
<br />2.0.1 ALL BUILDING CONSTRUCTION PRODUCTS/MATERIALS USED
<br />SECTION 01 78 39 PROJECT RECORD DOCUMENTS
<br />FOR THE PROJECT ARE TO BE NON- ASBESTOS CONTAINING.
<br />ASBESTOS CONTAINING MATERIAL (ACM) BY FEDERAL EPA AND OSHA
<br />DIVISION 2 - EXISTING CONDITIONS
<br />DEFINITION IS ANY MATERIAL/PRODUCT THAT CONTAINS GREATER
<br />THAN (>) 1.0% ASBESTOS. THE FOLLOWING SIX (6) TYPES OF
<br />NOT USED
<br />NATURAL OCCURRING ASBESTOS MINERAL FIBERS ARE CURRENTLY
<br />REGULATED UNDER EPA AND OSHA; CHRYSOTILE, AMOSITE,
<br />CROCIDILITE, TREMOLITE, ANTHOPHYLLITTE AND ACTINOCITE ASBESTOS.
<br />DIVISION 3 - CONCRETE
<br />PUBLIX WILL REQUIRE A NOTARIZED AFFIDAVIT FROM THE PROJECT
<br />CONSTRUCTION CONTRACTOR OR THEIR REPRESENTATIVE STATING
<br />NOT USED
<br />THAT THEY HAVE VERIFIED THAT ACM WAS NOT USED OR INSTALLED
<br />DURING THE CONSTRUCTION OF THE PUBLIX STRUCTURE.
<br />DIVISION 4 - MASONRY
<br />3. EXECUTION
<br />NOT USED
<br />NOT USED
<br />DIVISION 5 - METALS
<br />END OF SECTION 00 21 13
<br />SECTION OS 12 00 STRUCTURAL STEEL FRAMING
<br />SECTION 01 11 00
<br />SECTION 05 21 00 STEEL JOIST FRAMING
<br />SECTION 05 30 00 METAL DECKING
<br />SUMMARY OF WORK
<br />V03172017
<br />DIVISION 6 - WOODS. PLASTICS AND COMPOSITES
<br />SECTION 06 00 00 WOODS, PLASTICS AND COMPOSITES
<br />1. GENERAL
<br />DIVISION 7 - THERMAL AND MOISTURE PROTECTION
<br />1.1. WORK UNDER THIS AGREEMENT IS THE CONSTRUCTION OF A PUBLIX
<br />SUPER MARKEI S STORE BUILDING.
<br />SECTION 07 21 00 THERMAL INSULATION
<br />SECTION 07 21 29 SPRAYED POLYURETHANE INSULATION
<br />1.2. RELATED WORK UNDER OTHER CONTRACTS
<br />_
<br />SECTION 07 51 00 BITUMINOUS BUILT-UP ROOFING
<br />SECTION 07 60 00 FLASHING AND SHEET METAL
<br />SECTION 07 72 33 ROOF HATCHES
<br />1.2.1 SITEWORK:
<br />SECTION 07 92 00 JOINT SEALANTS
<br />SITE GRADING
<br />SITE DRAINAGE
<br />DIVISION 8 - OPENINGS
<br />SITE UTILITIES, PAVING
<br />SECTION 08 11 00 METAL DOORS AND FRAMES
<br />PAD PREPARATION FOR THIS BUILDING
<br />SECTION 08 14 00 WOOD DOORS
<br />CONSTRUCTION OF OTHER BUILDINGS WITHIN THE PROJECT.
<br />SECTION 08 17 05 SIDE FOLDING GRILLES
<br />SECTION 08 33 23 OVERHEAD COILING DOORS
<br />OTHER WORK AS REQUIRED FOR SATISFACTORY COMPLETION OF
<br />SECTION 08 38 00 TRAFFIC DOORS
<br />THE PROJECT.
<br />SECTION 08 42 29 AUTOMATIC ENTRANCES
<br />SECTION 08 43 13 ALUMINUM -FRAMED STOREFRONTS
<br />1.2.2 ON PROJECTS FOR WHICH PUBLIX SUPER MARKETS, INC. IS
<br />SECTION 08 56 59 SERVICE AND TELLER WINDOW UNITS
<br />THE SOLE OWNER, SOME OR ALL OF THE ABOVE -LISTED SITE
<br />SECTION 08 71 00 DOOR HARDWARE
<br />WORK MAY BE PART OF THIS CONTRACT; SEE BID FORMS FOR
<br />DEFINITIVE LIST.
<br />DIVISION 9 - FINISHES
<br />1.3. STANDBY GENERATORS: WHEN A PUBLIX SUPER MARKETS STORE
<br />BUILDING IS DESIGNATED TO RECEIVE A STANDBY GENERATOR, THE
<br />SECTION 09 29 00 GYPSUM BOARD
<br />GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR SUPPLYING THE
<br />SECTION 09 30 00 TILING
<br />CRANE AND OPERATOR REQUIRED TO UNLOAD AND INSTALL SAID
<br />SECTION 09 50 00 CEILINGS
<br />GENERATOR AND RELATED EQUIPMENT.
<br />SECTION 09 65 19 RESILIENT TILE FLOORING
<br />SECTION 09 67 23 RESINOUS FLOORING
<br />1.4. THE FOLLOWING ITEMS WILL BE FURNISHED BY PUBLIX SUPER
<br />"
<br />SECTION 09 68 00 CARPET
<br />MARKETS, INC. AND SHALL BE SET IN PLACE, INSTALLED, AND
<br />SECTION 09 91 00 PAINTS
<br />CONNECTED BY THE PROPER TRADES UNDER THIS CONTRACT
<br />(EXCEPT FOR CONNECTION WORK BY PUBLIX AS NOTED). THESE
<br />y
<br />DIVISION 10 - SPECIALTIES
<br />ITEMS MAY BE DESIGNATED OFCI (OWNER FURNISHED, CONTRACTOR
<br />INSTALLED) WHEN REFERENCED IN THE DOCUMENTS. ITEMS WILL BE
<br />SECTION 10 21 13 TOILET COMPARTMENTS
<br />DELIVERED TO THE SITE OF CONSTRUCTION. CONTRACTOR ASSUMES
<br />RESPONSIBILITY FOR DELIVERED ITEMS AT THE TIME OF DELIVERY.
<br />SECTION 10 28 13 TOILET ACCESSORIES
<br />COORDINATE WITH PUBLIX FOR DELIVERY METHOD AND TIME.
<br />DIVISION 11 - EQUIPMENT
<br />1.4.1 IF ADDITIVE ALTERNATE FOR HVAC EQUIPMENT IS NOT
<br />ACCEPTED: ROOF -TOP HVAC EQUIPMENT CURBS AND SUPPORT
<br />SECTION 11 13 00 LOADING DOCK EQUIPMENT
<br />RAILS, AND HVAC UNITS (EXCEPT FINAL CONNECTION OF CONTROL
<br />WIRING BY PUBLIX WHETHER ADDITIVE ALTERNATE IS ACCEPTED OR
<br />DIVISION 12 - FURNISHINGS
<br />NOT). IN ANY CASE, WHERE REQUIRED ELSEWHERE, RADIANT UNIT
<br />HEATERS ARE PART OF THE CONTRACT.
<br />.
<br />NOT USED
<br />1.4.2 PRE -SLOPED ROOFTOP CURBS FOR HVAC SYSTEMS,
<br />DIVISION 13 - SPECIAL CONSTRUCTION
<br />MECHANICAL CENTERS.
<br />NOT USED
<br />1.4.3 ALL SUPPLY AND EXHAUST FAN CURBS, AND ALL SUPPLY
<br />AND EXHAUST FANS.
<br />DIVISION 14 - CONVEYING EQUIPMENT
<br />1.4.4 GREASE HOODS AND HEAT REMOVAL HOODS, DESIGNATED
<br />NOT USED
<br />GH- AND HR- ON MECHANICAL DRAWINGS.
<br />DIVISION 21 - FIRE SUPPRESSION
<br />1.4.5 HOT WATER STORAGE AND RECLAIM TANKS.
<br />SECTION 21 00 00 FIRE SUPPRESSION
<br />1.4.6 LIGHT FIXTURES AND LAMPS.
<br />DIVISION 22 - PLUMBING
<br />1.4.7 ENERGY MANAGEMENT PANELS (EXCEPT FINAL
<br />SECTION 22 40 00 PLUMBING
<br />CONNECTION TO POWER AND CONTROL WIRING INSTALLED BY
<br />CONTRACTOR WILL BE BY PUBLIX).
<br />DIVISION 23 - HEATING, VENTILATING AND AIR CONDITIONING
<br />1.4.8 ALL UTILITY TYPE SINKS: STAINLESS STEEL FREESTANDING
<br />SECTION 23 70 00 CENTRAL HVAC EQUIPMENT
<br />ONE, TWO, THREE, AND FOUR COMPARTMENT SINKS. PLUMBING
<br />BRASS PROVIDED BY CONTRACTOR.
<br />DIVISION 26 - ELECTRICAL
<br />1.4.9 EMERGENCY GENERATOR AND TRANSFER SWITCH WITH GAS
<br />SECTION 26 00 00 ELECTRICAL
<br />REGULATOR AND FILTER.
<br />DIVISION 31 - EARTHWORK
<br />1.4.10 "CITE -LAB" SUSPENDED GRID SYSTEM.
<br />NOT USED
<br />1.4.11 BOSTON RETAIL'S "BOSTON BEAM" SPACE FRAME.
<br />DIVISION 32 - CONCRETE PAVING
<br />1.4.12 SIMPLEX ARMOR BOND STRIP DOOR CURTAIN SYSTEM.
<br />NOT USED
<br />1.5. THE FOLLOWING ITEMS WILL BE FURNISHED, SET IN PLACE, INSTALLED,
<br />AND CONNECTED BY PUBLIX SUPER MARKETS, INC. EITHER UNDER
<br />SEPARATE CONTRACT OR BY PUBLIX PERSONNEL (EXCEPT FOR
<br />SECTION 00 21 13
<br />CONNECTION WORK BY CONTRACTOR AS NOTED IN PARENTHESES):
<br />INSTRUCTIONS TO BIDDERS
<br />1.5.1 WALK-IN COOLERS AND FREEZERS, INCLUDING
<br />•
<br />V01172017
<br />INSTALLATION OF REFRIGERANT LINES AND CONDENSATE LINES TO
<br />1. GENERAL
<br />HUB DRAINS (ELECTRICAL CONNECTION BY CONTRACTOR).
<br />* 1.1.
<br />THE WORK: PUBLIX SUPER MARKET STORE BUILDING LOCATED AS
<br />1.5.2 INSULATED COMPOSITE PANEL CEILING SYSTEMS.
<br />INDICATED ON THE TITLE BLOCK OF THESE DRAWINGS.
<br />1.5.3 REFRIGERATED CASES, INCLUDING INSTALLATION OF
<br />1.2.
<br />SECURING DOCUMENTS: INVITED BIDDERS MAY OBTAIN COPIES OF THE
<br />REFRIGERANT LINES AND CONDENSATE LINES TO HUB DRAINS
<br />PROPOSED CONTRACT DOCUMENTS AS INDICATED IN THE INVITATION TO
<br />(EXCEPT ELECTRICAL CONNECTION BY CONTRACTOR).
<br />BID.
<br />1.5.4 CONDENSERS AND COMPRESSORS FOR REFRIGERATED
<br />1.3.
<br />BID FORM: BIDS WILL BE RECEIVED AT THE TIME AND PLACE INDICATED
<br />SYSTEMS, WITH WEATHERPROOF HOUSINGS "WEATHER-PAC'S" OR
<br />A ON THE FORM PROVIDED WITH
<br />IN THE INVITATION TO BID, AND SHALL BE
<br />-
<br />ROOF TOP HOUSES WHERE INDICATED (EXCEPT CONNECTION OF
<br />THE INVITATION TO BID.
<br />POWER AND CONTROL WIRING; REQUIRED FLASHING,
<br />PRE -MANUFACTURED CURBS SHOWN, AND OTHER WATER/
<br />1.4.
<br />BONDS
<br />WEATHERPROOFING BY CONTRACTOR).
<br />1.4.1 NO BID SECURITY IS REQUIRED.
<br />1.5.5 HEATED FOOD DISPLAY CASES (ELECTRICAL CONNECTION BY
<br />CONTRACTOR).
<br />1.4.2 A LABOR AND MATERIALS PAYMENT BOND AND A PERFORMANCE
<br />BOND, EACH IN THE AMOUNT OF THE CONTRACT SUM, ARE
<br />1.5.6 BAKERY OVENS ( GAS AND ELECTRICAL CONNECTION , AND
<br />REQUIRED AS A DEDUCTIVE ALTERNATE.
<br />- CONTRACTOR SHALL RECEIVE AND STORE OVENS AT THE SITE
<br />1.5.
<br />EXAMINATION OF DOCUMENTS AND SITE OF WORK
<br />UNTIL PUBLIX FORCES CAN INSTALL THEM).
<br />1.5.1 BIDDERS REVIEW OF DOCUMENTS: BIDDER SHALL EXAMINE
<br />1.5.7 SIGNS ON FACADE AND UNDER CANOPY (ELECTRICAL
<br />ENTIRE SET OF DRAWINGS, ALL SECTIONS OF SPECIFICATIONS,
<br />CONNECTION BY CONTRACTOR).
<br />AND ALL CONDITIONS OF THE CONTRACT.
<br />1.5.8 SCISSOR LIFTS, DOCK LEVELERS, AND DOCK BUMPERS
<br />1.5.2 NOTE ESPECIALLY SUPPLEMENTAL DRAWINGS AND SPECIFICATIONS
<br />(EXCEPT ASSOCIATED CONCRETE WORK, STEEL EMBEDS AND
<br />WHICH INTEGRATE THE PUBLIX PROTOTYPE DESIGN WITH THE
<br />ELECTRICAL CONNECTION BY CONTRACTOR).
<br />SITE AND ALL ADJACENT SHOPPING CENTER STRUCTURES, AND
<br />WHICH MAY PROVIDE OR MODIFY THE FACADE AND ADJACENT
<br />STRUCTURE. THESE DRAWINGS AND SPECIFICATIONS ARE PART OF
<br />1.5.9 TRASH COMPACTOR (ELECTRICAL CONNECTION BY CONTRACTOR).
<br />THIS CONTRACT, AND ARE LISTED IN THE INVITATION TO BID.
<br />1.5.10 BALER (EXCEPT ELECTRICAL CONNECTION BY CONTRACTOR).
<br />_
<br />1.5.3 BIDDERS REVIEW OF CONSTRUCTION SITE: BIDDER SHALL VISIT
<br />PROJECT SITE TO BE ACQUAINTED WITH SURROUNDING TERRITORY,
<br />MEANS OF APPROACH TO SITE, CONDITIONS OF ACTUAL JOB SITE,
<br />1.5.11 ICE MACHINES WITH CONDENSATE DRAIN CONNECTION
<br />AND FACILITIES FOR DELIVERY, STORAGE, HANDLING AND PLACING
<br />(WATER SUPPLY CONNECTION AND ELECTRICAL CONNECTION BY
<br />OF MATERIALS AND EQUIPMENT. BIDDER SHALL COMPARE DRAWINGS
<br />CONTRACTOR).
<br />AND SPECIFICATIONS WITH WORK IN PLACE IN ORDER TO BE FULLY
<br />INFORMED OF ALL CONDITIONS AFFECTING EXECUTION OF WORK.
<br />FAILURE TO VISIT SITE OR FAILURE TO EXAMINE ANY AND ALL
<br />1.5.12 GONDOLAS (ELECTRICAL WIRING BY CONTRACTOR).
<br />CONTRACT DOCUMENTS WILL NOT RELIEVE SUCCESSFUL BIDDER
<br />FROM NECESSITY OF FURNISHING ALL MATERIALS OR EQUIPMENT,
<br />1.5.13 CHECKOUT STANDS, INCLUDING ALL SIGNAL WIRING
<br />OR PERFORMING ALL WORK, THAT MAY BE REQUIRED FOR
<br />(ELECTRICAL CONNECTION BY CONTRACTOR).
<br />COMPLETION IN ACCORDANCE WITH DRAWINGS AND SPECIFICATIONS
<br />WITHOUT ADDITIONAL COST TO OWNER. NEGLECT OF ABOVE
<br />REQUIREMENTS WILL NOT BE ACCEPTED AS REASON FOR DELAY IN
<br />1.5.14 COMBINED BURGLAR AND FIRE ALARM SYSTEM, INCLUDINGALL
<br />WORK.
<br />FINAL POWER AND SIGNAL WIRING CONNECTION (CONDUIT, JUNCTION
<br />BOXES, PULLING OF POWER AND SIGNAL WIRING, AND DUCT
<br />1.6.
<br />PROOF OF COMPETENCE AND APPROVAL OF SUBCONTRACTORS
<br />MOUNTED IONIZATION DETECTORS BY CONTRACTOR).
<br />1.6.1 THE SUCCESSFUL BIDDER WILL BE REQUIRED TO SUBMIT TO THE
<br />1.5.15 SAFES.
<br />OWNER A LIST OF PROPOSED SUBCONTRACTORS FOR PRINCIPAL
<br />PORTIONS OF THE WORK BEFORE EXECUTION OF THE CONTRACT.
<br />1.5.16 AUTOMATED TELLER MACHINES (ATM'S), COMMUNICATION
<br />THIS LIST MUST BE APPROVED BY THE OWNER AND WILL BECOME
<br />AN AMENDMENT TO THE CONTRACT. THE OWNER MAY REQUIRE
<br />(ELECTRICAL CONNECTION BY CONTRACTOR).
<br />EVIDENCE THAT A PROPOSED SUBCONTRACTOR HAS SUFFICIENT
<br />MEANS AND EXPERIENCE IN THE TYPES OF WORK CALLED FOR TO
<br />1.5.17 WALL CLOCK IN SALES AREA (ELECTRICAL CONNECTION BY
<br />ASSURE COMPLETION OF THE CONTRACT IN A SATISFACTORY
<br />CONTRACTOR).
<br />MANNER.
<br />1.7.
<br />AWARD AND EXECUTION OF CONTRACT
<br />1.5.18 UNIT INSECT CONTROL SYSTEMS
<br />1.7.1 THE CONTRACT, IF AWARDED, WILL BE AWARDED TO THE
<br />1.5.19 PORTABLE FIRE EXTINGUISHERS.
<br />INVITED BIDDER WHO HAS PROPOSED THE MOST APPROPRIATE
<br />PRICE FOR THE PROPOSED SCOPE OF WORK, SUBJECT TO TO THE
<br />OWNER'S AND ARCHITECT'S RIGHT TO REJECT ANY AND ALL BIDS
<br />1.5.20 TOWEL, SOAP, AND TOILED PAPER DISPENSERS.
<br />AND TO WAIVE INFORMALITY AND IRREGULARITY IN THE BIDS AND
<br />IN THE BIDDING.
<br />1.5.21 DIAPER -CHANGING STATIONS.
<br />1.7.2 THE FORM OF AGREEMENT WHICH THE SUCCESSFUL BIDDER WILL
<br />1.5.22 MUSIC SYSTEM
<br />BE REQUIRED TO EXECUTE IS AIA Al 1 1, 1997, "FORM OF
<br />AGREEMENT BETWEEN OWNER AND CONTRACTOR". PUBLIX SUPER
<br />_
<br />MARKETS, INC. IS INCLUDED IN THE DEFINITION OF "OWNER" AND
<br />1.5.23 AUTOMATIC FIRE SUPPRESSION SYSTEM (ANSUL).
<br />SHALL BE A REQUIRED COSIGNATORY OF THE OWNER -CONTRACTOR
<br />AGREEMENT.
<br />1.5.24 TRIM PACKAGE: RUB RAILS, INTERIOR RAILINGS, ETC.
<br />•
<br />1.7.3 AT OR PRIOR TO DELIVERY OF THE SIGNED AGREEMENT, THE
<br />1.5.25 CART CURBS AND INTERIOR FLEX POST SHALL BE PROVIDED AND
<br />BIDDER TO WHOM THE CONTRACT IS AWARDED SHALL DELIVER TO
<br />THE OWNER THOSE CERTIFICATES OF INSURANCE REQUIRED BY
<br />INSTALLED BY GENERAL CONTRACTOR. SEE ARCHITECTURAL PLANS FOR
<br />THE CONTRACT DOCUMENTS AND SUCH LABOR AND MATERIALS
<br />LOCATIONS AND DETAILS.
<br />•
<br />PAYMENT BONDS AND PERFORMANCE BONDS AS MAY BE
<br />REQUIRED BY THE OWNER.
<br />1.6. AREA OF HORIZONTAL RUNS BY TRADES
<br />1.7.4 CERTIFICATES OF INSURANCE AND BONDS SHALL BE APPROVED BY
<br />THE OWNER BEFORE THE SUCCESSFUL BIDDER MAY PROCEED WITH
<br />ELECTRICAL: BOTTOM OF ROOF DECK TO 32 IN. BELOW ROOF
<br />THE WORK. FAILURE TO PROVIDE EITHER IN A FORM SATISFACTORY
<br />DECK; WHERE EXPOSED, IMMEDIATELY BENEATH ROOF DECK,
<br />TO THE OWNER SHALL SUBJECT THE CONTRACTOR TO LOSS OF
<br />PASSING BETWEEN STEEL JOISTS WHERE POSSIBLE.
<br />TIME FROM THE ALLOWABLE CONSTRUCTION PERIOD EQUAL TO THE
<br />REFRIGERATION: 32 IN. TO 36 IN. BELOW ROOF DECK; WHERE
<br />TIME OF DELAY IN FURNISHING THE REQUIRED MATERIAL.
<br />EXPOSED, IMMEDIATELY BELOW BOTTOM CHORD OF STEEL JOIST
<br />GIRDERS AND JOISTS.
<br />FIRE SPRINKLER: 8 IN. ABOVE CEILING; WHERE EXPOSED, 8 IN.
<br />ABOVE BOTTOM CHORD OF STEEL JOIST GIRDERS AND JOISTS.
<br />AIR CONDITIONING: 36 IN. BELOW ROOF DECK TO 10 IN. ABOVE
<br />CEILING; WHERE EXPOSED, HANG AS CLOSE UNDER BOTTOM CHORD
<br />OF STEEL JOIST GIRDERS AND JOISTS AS POSSIBLE WHILE LEAVING
<br />ROOM FOR REFRIGERATION LINES.
<br />IF DEVIATION FROM THESE AREAS IS INDICATED, SUCH DEVIATION
<br />MUST BE AGREED UPON BY THE JOB SUPERINTENDENT AND/OR
<br />PUBLIX'S REPRESENTATIVE.
<br />2. PRODUCTS
<br />NOT USED
<br />3. EXECUTION
<br />NOT USED
<br />END OF SECTION 01 11 00
<br />SECTION 01 23 00
<br />ALTERNATES
<br />V02212011
<br />1. GENERAL
<br />1.1. TO ENABLE THE OWNER TO EVALUATE THE COST OF ALTERNATE METHODS
<br />OF CONSTRUCTION OF THE PROJECT, THE ALTERNATES DESCRIBED IN
<br />THIS SECTION ARE REQUIRED TO BE STATED ON THE BID FORM
<br />SUBMITTED BY EACH BIDDER.
<br />1.2. THE COST OF LABOR AND MATERIAL PAYMENT BOND AND PERFORMANCE
<br />BOND SHALL BE LISTED AS AN ADD ALTERNATE.
<br />1.3. UNDERSLAB POROUS FILL - IN SOME LOCATIONS THE BUILDING PAD OR
<br />SUB -GRADE WILL BE CONSTRUCTED WITH MATERIAL WHICH MEETS THE
<br />SPECIFIED REQUIREMENTS FOR UNDER -SLAB POROUS FILL. IN SUCH A
<br />CASE THE OWNER MAY CHOOSE TO OMIT UNDER -SLAB POROUS FILL
<br />FROM THIS CONTRACT. STATE AN AMOUNT WHICH MAY BE DEDUCTED
<br />FROM THE BASE BID FOR THE OMISSION OF MATERIAL, LABOR, AND
<br />EQUIPMENT FOR THE INSTALLATION OF UNDER -SLAB POROUS FILL.
<br />1.4. HVAC EQUIPMENT - STATE AN AMOUNT WHICH MAY BE ADDED TO THE
<br />BASE BID FOR THE INCLUSION OF ROOFTOP HVAC UNITS, THEIR CURBS,
<br />AND SUPPORT RAILS. THE CONTRACTOR SHALL SET IN PLACE, INSTALL,
<br />AND CONNECT THIS EQUIPMENT WHETHER THIS ALTERNATE IS ACCEPTED
<br />OR NOT.
<br />2. PRODUCTS
<br />NOT USED
<br />3. EXECUTION
<br />NOT USED
<br />END OF SECTION 01 23 00
<br />SECTION 01 25 00
<br />SUBSTITUTIONS PROCEDURES
<br />V02212011
<br />1. GENERAL
<br />1.1. EACH BIDDER OBLIGATES HIMSELF TO THE USE OF BRANDS, MAKES AND
<br />MODELS, MATERIALS AND APPARATUS NAMED IN THIS PROJECT MANUAL
<br />AND ON THE ACCOMPANYING DRAWINGS, UNLESS SUBSTITUTE APPROVAL
<br />IS OBTAINED IN THE MANNER DESCRIBED HEREIN.
<br />1.2. ALL ITEMS, FOR WHICH THERE IS A SPECIFIC PRODUCT OR BRAND
<br />DESIGNATED, SHALL BE SUPPLIED AS SPECIFIED.
<br />1.3. AFTER BIDDING: NO SUBSTITUTIONS WILL BE CONSIDERED, EXCEPT IN
<br />CASES NECESSITATED BY STRIKES, BANKRUPTCY, DISCONTINUATION OF A
<br />PRODUCT, ETC., OR WHERE EQUAL PERFORMANCE AND SIGNIFICANT COST
<br />SAVINGS WILL RESULT. REQUESTS SHALL BE IN WRITING AND BE
<br />ACCOMPANIED BY FULL DESCRIPTIVE DATA. IT IS ASSUMED THAT THE
<br />REASON FOR SUBSTITUTING MATERIALS AND METHODS IS BASED ON A
<br />COST OR TIME SAVINGS, AND THAT PUBLIX WILL SHARE IN THESE
<br />BENEFITS.
<br />2. PRODUCTS
<br />NOT USED
<br />3. EXECUTION
<br />NOT USED
<br />END OF SECTION 01 25 00
<br />SECTION 01 26 00
<br />CONTRACT MODIFICATION PROCEDURES
<br />V02212011
<br />1. GENERAL
<br />1.1. DEFINITIONS: REFER TO AIA DOCUMENT A201.
<br />1.1.1 THE CONTRACT FOR CONSTRUCTION (THE WORK)
<br />IS COMPOSED OF: AGREEMENT (FORM ITSELF,
<br />WITH ATTACHMENTS) GENERAL CONDITIONS
<br />SPECIFICATIONS DRAWINGS ADDENDA
<br />1.1.2 CHANGE ORDERS MODIFY ANY OR ALL OF THE PARTS OF THE
<br />CONTRACT WHERE A CHANGE IN COST OR TIME IS REQUIRED.
<br />1.1.3 MINOR CHANGES IN THE WORK SHALL BE AS DIRECTED BY THE
<br />OWNER'S REPRESENTATIVE.
<br />1.1.4 ALIGNED CONTRACTORS SHALL BE BOUND BY PROVISIONS OF
<br />THEIR COST PLUS A FEE CONTRACTS.
<br />1.2. REVISION REQUEST (THIS IS THE TERM USED TO DESCRIBE THE PROCESS
<br />BY WHICH PUBLIX IDENTIFIES ITEMS FOR CHANGE):
<br />1.2.1 WHERE A REVISION REQUEST HAS NO ASSOCIATED COST,
<br />SUBMIT A LETTER STATING THIS, OR INCLUDE AS A NO COST LINE
<br />ITEM ON A CHANGE ORDER.
<br />1.2.2 WHERE A REVISION REQUEST REQUIRES AN ADJUSTMENT IN
<br />THE CONTRACT SUM, SUBMIT WITHIN 30 DAYS FROM DISTRIBUTION
<br />DATE OF REVISION REQUEST AS A CHANGE ORDER OR A LINE ITEM
<br />ON A CHANGE ORDER. IF CHANGE ORDER IS NOT RECEIVED WITHIN
<br />30 DAYS, IT WILL BE ASSUMED THAT THE REVISION REQUEST IS A
<br />NO COST ITEM.
<br />1.2.3 WHERE A REVISION REQUEST IS INCLUDED AS A LINE ITEM
<br />ON A CHANGE ORDER, INCLUDE THE FOLLOWING AS BACK-UP,
<br />BROKEN OUT FOR EACH REVISION REQUEST INDIVIDUALLY.
<br />1.2.4 SUBMIT ON FORMS SUPPLIED OR APPROVED BY PUBLIX.
<br />1.2.5 REQUIRED INFORMATION:
<br />1.2.5.1 LABOR:
<br />UNITS OF LABOR X ACTUAL RATE BY CATEGORIES
<br />OF LABOR BURDEN BY CATEGORIES
<br />TOTAL LABOR BY CATEGORIES
<br />1.2.5.2 MATERIAL:
<br />UNITS OF MATERIAL X ACTUAL UNIT COST BY CATEGORIES
<br />SUBTOTAL BY CATEGORIES
<br />%TAX
<br />1.2.5.3 CATEGORY TOTAL (OR SUBCONTRACT): TOTAL LABOR
<br />TOTAL MATERIAL
<br />SUBTOTAL X 7% CATEGORY COST
<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 />3. EXECUTION
<br />NOT USED
<br />END OF SECTION 01 26 00
<br />SECTION 01 33 00
<br />SUBMITTAL PROCEDURES
<br />V01172017
<br />1. GENERAL
<br />1.1. SUBMIT ALL REQUIRED SHOP DRAWINGS, PRODUCT DATA, SAMPLES,
<br />CONCRETE DESIGN MIXES, 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 (L01):
<br />1.2.1.1 USE WHERE PROVIDED BY PUBLIX. L01'S SHALL BE
<br />FILLED OUT COMPLETELY, WITH ALL OPTIONS MARKED, AND
<br />WITH ALL BLANKS FILLED IN, PROPERLY SIGNED BY AN
<br />AUTHORIZED AGENT OF THE COMPANY CONCERNED.
<br />1.2.1.2 L01 SHALL BE FOLLOWED EXACTLY IN THE FIELD.
<br />PROVIDE ADEQUATE INFORMATION AT THE JOB SITE FOR
<br />INSTALLERS TO CONFORM TO MANUFACTURERS
<br />RECOMMENDATIONS.
<br />1.2.1.3 SUBMIT ONLY THE ORIGINAL, SIGNED L01 TO PUBLIX.
<br />CONTRACTOR MAY RETAIN AS MANY COPIES AS HE NEEDS.
<br />1.2.2 MANUFACTURER'S LITERATURE:
<br />1.2.2.1 SUBMIT WHERE REQUIRED BY APPLICABLE PROJECT
<br />MANUAL SECTION SUBMIT A MINIMUM THREE COPIES FOR USE
<br />OF OWNER AND CONTRACTOR, ADDITIONAL COPIES AS
<br />REQUIRED.
<br />1.2.2. WHERE MORE THAN ONE OPTION IS DESCRIBED, MARK TO
<br />INDICATE MODEL OR 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
<br />LETTER ISSUED AT PRE -CONSTRUCTION MEETING OR, IF NOT
<br />SPECIFIED IN LETTER OR INDIVIDUAL SECTIONS, SUBMIT THREE
<br />SETS.
<br />1.2.3.3 MATERIALS LISTS:
<br />1.2.3.4 IDENTIFY ALL PERTINENT CHARACTERISTICS (TYPE,
<br />MODEL NUMBER, ETC.) OF MATERIALS INTENDED FOR USE.
<br />1.2.3.5 FIRE SPRINKLER SUBMITTALS ONLY: SUBMIT TWO SETS
<br />WITH APPROVAL BY FACTORY MUTUAL AND LOCAL AUTHORITY
<br />HAVING JURISDICTION. SUBMIT SETS BEARING THE ORIGINAL
<br />SIGNATURE OR INITIALS OF THE REVIEWERS. INCLUDE ORIGINAL
<br />LETTER FROM FACTORY MUTUAL DETAILING THEIR REVIEW
<br />COMMENTS. THESE SETS WILL NOT BE RETURNED.
<br />1.2.4 TEST REPORTS:
<br />1.2.4.1 WHERE INDICATED, SUBMIT TEST REPORTS TO PROVE
<br />COMPLIANCE OF MATERIALS SUPPLIED WITH SPECIFICATION
<br />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
<br />SAME -DAY SUBMITTAL OF TEST REPORTS INDICATING
<br />SUBSTANDARD SOIL OR CONCRETE.
<br />1.2.5 SAMPLES:
<br />1.2.5.1 WHERE REQUIRED FOR SELECTION OF COLOR,
<br />TEXTURE OR OTHER PHYSICAL CHARACTERISTICS, SUBMIT
<br />SAMPLES OF MATERIALS INTENDED FOR USE.
<br />1.2.5.2 SAMPLES SHALL BE LARGE ENOUGH TO ALLOW
<br />ADEQUATE EVALUATION.
<br />1.2.5.3 SUBMIT TWO SAMPLES MINIMUM. ONE WILL BE
<br />RETAINED BY PUBLIX, THE OTHER WILL BE RETURNED TO THE
<br />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
<br />THE JOB SITE WHERE DIRECTED, A SAMPLE PANEL OF MAJOR
<br />FINISH WORK.
<br />1.2.6.2 SAMPLE PANEL SHALL BE NO LARGER THAN 4'-O" X
<br />8' 0", BUT SHALL BE LARGE ENOUGH TO INDICATE JOINT
<br />TREATMENT, CORNER TREATMENT, RANGE OF COLORATION,
<br />AND OTHER PERTINENT CHARACTERISTICS OF THE INSTALLATION
<br />OF MATERIALS SELECTED.
<br />1.2.6.3 SAMPLE PANEL WILL BE USED AS THE QUALITY
<br />STANDARD FOR THE WORK REPRESENTED. WORK IN PLACE
<br />SHALL CONFORM TO THE TREATMENTS SHOWN BY THE SAMPLE
<br />PANEL.
<br />1.3 SUBMITTAL PROCESS
<br />1.3.1 TIME
<br />1.3.1.1 LETTERS OF INTENT: RETURN TO PUBLIX NO LATER
<br />THAN 2 WEEKS BEFORE COMMENCEMENT OF WORK
<br />DESCRIBED, AND NO LATER THAN 60 DAYS FROM PROJECT
<br />COMMENCEMENT.
<br />1.3.1.2 MARGINAL SOIL, CONCRETE OR OTHER TESTS THAT
<br />INDICATE SUBSTANDARD CONDITIONS; SUBMIT TO PUBLIX
<br />IMMEDIATELY.
<br />1.3.1.3 ALL OTHER SUBMITTALS: RETURN TO PUBLIX NO LATER
<br />THAN 2 WEEKS BEFORE COMMENCEMENT OF WORK
<br />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
<br />CONTRACTOR.
<br />1.3.1.6 IF L01 IS NOT AVAILABLE, SEND SIX COPIES OF
<br />SUBMITTALS TO GENERAL CONTRACTOR.
<br />DEVIATIONS FROM THE SPECIFICATIONS WILLL BE
<br />CONSIDERED ONLY IN THE EVENT THAT THOSE PRODUCTS
<br />SPECIFIED HAVE BECOME UNAVAILABLE FOR USE. OTHER
<br />PRODUCTS MAY BE SUBMITTED ONLY FOR FUTURE
<br />CONSIDERATION.
<br />1.3.2 GENERAL CONTRACTOR REVIEWS SUBMITTAL
<br />1.3.2.1 IF L01 IS SUBMITTED, RECORD ACTION TAKEN AND
<br />SEND ON TO PUBLIX.
<br />1.3.2.2 APPROVE OR ANNOTATE THE SUBMITTALS, THEN SEND
<br />ON TO PUBLIX.
<br />1.3.2.3 IF DISAPPROVED, NOTIFY SUBCONTRACTOR.
<br />1.3.3 PUBLIX REVIEWS SUBMITTAL
<br />1.3.3.1 IF L01 IS SUBMITTED, RECORD.
<br />1.3.3.2 APPROVE OR ANNOTATE SUBMITTALS, KEEP FILE COPY,
<br />RETURN OTHERS TO GENERAL CONTRACTOR.
<br />1.3.3.3 IF DISAPPROVED, NOTIFY GENERAL CONTRACTOR.
<br />2. PRODUCTS
<br />2.0.1 ALL BUILDING CONSTRUCTION PRODUCTS/MATERIALS USED FOR
<br />THE PROJECT ARE TO BE NON- ASBESTOS CONTAINING.
<br />ASBESTOS CONTAINING MATERIAL (ACM) BY FEDERAL EPA AND
<br />OSHA DEFINITION IS ANY MATERIAL/PRODUCT THAT CONTAINS
<br />GREATER THAN (>) 1.0% ASBESTOS. THE FOLLOWING SIX (6)
<br />TYPES OF NATURAL OCCURRING ASBESTOS MINERAL FIBERS
<br />ARE CURRENTLY REGULATED UNDER EPA AND OSHA;
<br />CHRYSOTILE, AMOSITE, CROCIDILITE, TREMOLITE,
<br />ANTHOPHYLLITTE AND ACTINOCITE ASBESTOS. PUBLIX WILL
<br />REQUIRE A NOTARIZED AFFIDAVIT FROM THE PROJECT
<br />CONSTRUCTION CONTRACTOR OR THEIR REPRESENTATIVE
<br />STATING THAT THEY HAVE VERIFIED THAT ACM WAS NOT USED
<br />OR INSTALLED DURING THE CONSTRUCTION OF THE PUBLIX
<br />STRUCTURE.
<br />1. EXECUTION
<br />NOT USED
<br />END OF SECTION 01 33 OOps
<br />SECTION 01 50 00
<br />TEMPORARY FACILITIES AND CONTROLS
<br />V02212011
<br />1. GENERAL
<br />1.1. TEMPORARY REQUIREMENTS:
<br />1.1.1 FURNISH TWO CURRENTLY ACCEPTED TYPE HYGIENIC
<br />PORTABLE TOILET FACILITIES, AND MAINTAIN SAME.
<br />1.1.2 PROVIDE TEMPORARY WATER SUPPLY (3/4").
<br />1.1.3 PROVIDE TEMPORARY ELECTRIC SERVICE FOR POWER AND LIGHTING
<br />(208 VOLT, 200 AMP.)
<br />1.1.4 ALL TEMPORARY FACILITIES SHALL BE REMOVED WHEN THEIR USE IS
<br />NO LONGER REQUIRED.
<br />1.1.5 GENERAL CONTRACTOR SHALL PAY OPERATING COSTS OF ALL
<br />TEMPORARY SERVICES.
<br />1.2. SECURITY: PROVIDE WEATHERTIGHT SHED(S) FOR ALL MATERIALS
<br />REQUIRING PROTECTION FROM WEATHER, WITH RAISED FLOORS FOR
<br />STORAGE OF CEMENT, LIME, AND SIMILAR ITEMS.
<br />1.3. CONSTRUCTION CLEANING:
<br />1.3.1 CONTRACTORS SHALL CLEAN CONSTRUCTION SITE DAILY OF ALL
<br />RUBBISH AND TRASH WHICH MIGHT BREED MOSQUITOES AND VERMIN,
<br />OR WHICH IS HIGHLY COMBUSTIBLE. TRASH WHICH CANNOT BE BURNED
<br />BECAUSE BURNING IS NOT ALLOWED BY LOCAL ORDINANCE, OR
<br />BECAUSE IT IS NOT COMBUSTIBLE, SHALL BE REMOVED FROM THE SITE
<br />AT LEAST WEEKLY.
<br />1.3.2 THE CONTRACTOR SHALL CLEAN SWEEP THE FINISHED FLOOR
<br />EVERY DAY AND BE SURE THAT THE FINISHED FLOOR IS UNDAMAGED
<br />BY EQUIPMENT OR MATERIALS BEING STORED DIRECTLY ON THE FLOOR.
<br />A DAILY CHECK OF ROLLING EQUIPMENT SHALL BE MADE FOR OIL OR
<br />BATTERY ACID LEAKS. THE CONTRACTOR SHALL CAUTION ALL
<br />SUBCONTRACTORS ABOUT PROTECTING THE FINISHED FLOOR FROM
<br />STAINING MATERIALS SUCH AS OIL, ACID, CHEWING TOBACCO,
<br />CIGARETTES, COFFEE, SOFT DRINKS, AND TIRE SKID MARKS FROM
<br />ROLLING EQUIPMENT.
<br />1.3.3 PROVIDE FINAL CLEAN-UP OF ENTIRE SITE AND BUILDING
<br />INTERIOR AND EXTERIOR, INCLUDING THE ROOF BEFORE REQUESTING
<br />SUBSTANTIAL COMPLETION INSPECTION.
<br />1.4. FIELD OFFICE
<br />1.4.1 PROVIDE WEATHERTIGHT SHED OR TRAILER WITH RAISED FLOORS WITH
<br />ADEQUATE SPACE FOR CONTRACTOR'S AND ARCHITECT'S NEEDS.
<br />1.4.2 TELEPHONE: INSTALL IN FIELD OFFICE FOR DURATION OF
<br />CONSTRUCTION WORK. PROVIDE OUTDOOR BELL OR BELLS TO PERMIT
<br />HEARING RING FROM ANY PART OF CONSTRUCTION SITE.
<br />1.4.3 CONTRACTOR SHALL KEEP MIN. OF 3 HARD HATS IN FIELD
<br />OFFICE FOR USE BY AUTHORIZED VISITORS. THESE HATS SHALL BE
<br />KEPT IN A CLEAN AND PRESENTABLE CONDITION.
<br />1.4.4 CONTRACTOR SHALL AT ALL TIMES MAINTAIN A COMPLETE SET
<br />OF UP-TO-DATE CONTRACT DOCUMENTS IN THE FIELD OFFICE.
<br />DOCUMENTS WHICH HAVE BEEN SUPERCEDED SHALL BE DESTROYED OR
<br />CLEARLY MARKED
<br />2. PRODUCTS
<br />NOT USED
<br />3. EXECUTION
<br />NOT USED
<br />END OF SECTION 01 50 00
<br />SECTION 01 66 00
<br />PRODUCT STORAGE AND HANDLING REQUIREMENTS
<br />V02212011
<br />1. GENERAL
<br />1.1. WALK-IN COOLERS AND FREEZERS, AND ASSOCIATED EVAPORATOR COILS
<br />AND ROOFTOP REFRIGERATION EQUIPMENT
<br />1.1.1 THE GENERAL CONTRACTOR SHALL SCHEDULE A DELIVERY DATE
<br />FOR THIS EQUIPMENT, WHICH DATE SHALL NOT BE CHANGED LATER
<br />THAN TWO WEEKS PRIOR TO THE SCHEDULED DATE.THE FOLLOWING ARE
<br />PREREQUISITES TO DELIVERY:
<br />1.1.1.1 A STABILIZED ROADWAY MUST BE COMPLETED FROM A
<br />PUBLIC STREET TO AND AROUND THE PUBLIX BUILDING. ROADWAY
<br />AND TRACK AROUND BUILDING SHALL ACCOMODATE THE SIZE AND
<br />TYPE OF CRANE REQUIRED TO SET STEEL AND ROOF -TOP
<br />EQUIPMENT.
<br />1.1.1.2 ALL INTERIOR SLABS MUST BE POURED.
<br />1.1.1.3 ALL PORTIONS OF THE BUILDING MUST BE DRIED IN.
<br />1.1.1.4 THE AREA AROUND THE BUILDING MUST BE
<br />ACCESSIBLE SO THAT A CRANE WILL BE ABLE TO LIFT THE UNITS
<br />FROM THE GROUND TO THEIR ROOFTOP LOCATIONS.
<br />1.1.1.5 ON STORES WHICH HAVE ROOFTOP MACHINE ROOMS
<br />FOR HOUSING REFRIGERATION EQUIPMENT, THE CONTRACTOR MUST
<br />BE PREPARED TO MAKE MACHINE ROOMS WEATHER-PROOF
<br />IMMEDIATELY AFTER THE EQUIPMENT IS SET IN PLACE.
<br />1.1.1.6 IF THE DELIVERY DATE MUST BE CHANGED LESS THAN
<br />TWO WEEKS PRIOR TO A SCHEDULED DELIVERY DATE, THE
<br />CONTRACTOR SHALL BEAR ALL COSTS FOR STORAGE, DEMURRAGE,
<br />RETURN AND RESHIPPING, ETC.
<br />1.2. REFRIGERATED CASES:
<br />1.2.1 THE GENERAL CONTRACTOR SHALL SCHEDULE A DELIVERY DATE
<br />FOR THIS EQUIPMENT, WHICH DATE SHALL NOT BE CHANGED LATER
<br />THAN TWO WEEKS PRIOR TO THE SCHEDULED DATE. THE FOLLOWING
<br />ARE PREREQUISITES TO DELIVERY:
<br />1.2.1.1 A STABILIZED ROADWAY MUST BE COMPLETED TO THE
<br />REAR OF THE PUBLIX BUILDING.
<br />1.2.1.2 THE CASES WILL BE UNLOADED ON THE CONCRETE PAD AT
<br />THE REAR OF THE STORE. THIS PAD MUST HAVE BEEN POURED AND
<br />CURED FOR AT LEAST THREE DAYS PRIOR TO DELIVERY OF THE CASES.
<br />1.2.1.3 THE BUILDING SHALL BE SECURE. THE GENERAL
<br />CONTRACTOR SHALL SIGN FOR RECEIPT OF THE CASES AND BE
<br />RESPONSIBLE FOR THEM, EXCEPT FOR ANY DAMAGE CAUSED BY
<br />PUBLIX' INSTALLATION CREW OR REFRIGERATION CONTRACTOR.
<br />1.2.1.4 THE FINISHED FLOOR MUST BE COMPLETELY FINISHED,
<br />CLEANED, POLISHED, STAINS REMOVED, AND SEALED.
<br />1.2.1.5 THE INTERIOR OF THE STORE SALES AREA MUST BE
<br />ESSENTIALLY COMPLETE, INCLUDING PAINTING, CEILINGS, WALL
<br />COVERINGS, WALL TILE, CANOPIES, ETC.
<br />1.2.1.6 THE AREA WHERE CASES ARE TO BE LOCATED MUST BE SWEPT
<br />CLEAN.
<br />1.2.1.7 ELECTRICAL WIRING MUST BE PULLED AND READY FOR
<br />CONNECTION.
<br />1.3. LIGHT FIXTURES:
<br />1.3.1 THE GENERAL CONTRACTOR SHALL NOTIFY PUBLIX WHEN HE IS
<br />READY TO ACCEPT LIGHT FIXTURES.
<br />1.3.2 THE GENERAL CONTRACTOR SHALL SIGN FOR RECEIPT OF
<br />THE LIGHT FIXTURES AND BE RESPONSIBLE FOR THEM.
<br />1.3.3 THE LIGHT FIXTURES SHALL BE STORED IN A SECURE LOCATION
<br />ON THE JOB -SITE. THE WALK-IN COOLERS AND FREEZERS MAY BE
<br />USED FOR THIS PURPOSE.
<br />2. PRODUCTS
<br />NOT USED
<br />3. EXECUTION
<br />` NOT USED
<br />END OF SECTION 01 66 00
<br />SECTION 01 77 00
<br />CLOSEOUT PROCEDURES
<br />V02212011
<br />1. GENERAL
<br />1.1. ELECTRIC SERVICE: PAYMENT FOR ELECTRIC SERVICE WILL BECOME THE
<br />MARKETS RESPONSIBILITY OF PUBLIX SUPER, INC. AT THE EARLIER OF
<br />TWO DATES:
<br />1.1.1 THE DATE PUBLIX STARTS UP THE REFRIGERATION SYSTEM
<br />PERMANENTTLY. q�� qN� g�� Q q� �N p 7
<br />S� 5yEM SHAT S6pGCOMPLETEDEBIff% THISH6A ffFRIGERATION
<br />1.1.1.2 THE AIR CONDITIONING SYSTEM MUST ALSO BE STARTED
<br />BY THIS DATE; THE CONTRACTOR MAY START THE AIR
<br />CONDITIONING EARLIER BUT PUBLIX WILL NOT PAY FOR ELECTRIC
<br />SERVICE.
<br />1.1.2 THE DATE OF SUBSTANTIAL COMPLETION AS ESTABLISHED BELOW.
<br />1.2. THE FOLLOWING REQUIREMENTS FOR SUBSTANTIAL COMPLETION
<br />SUPPLEMENT THOSE IN AIA DOCUMENT A201 GENERAL CONDITIONS OF
<br />THE CONTRACT FOR CONSTRUCTION, PARAGRAPH 9.8.
<br />1.2.1 WHEN SUBSTANTIAL COMPLETION IS NEAR, PUBLIX WILL AT THE
<br />REQUEST OF THE CONTRACTOR PREPARE A LIST OF ITEMS TO BE
<br />COMPLETED OR CORRECTED. ALL ITEMS ON THIS "PUNCH LIST" MUST
<br />BE CORRECTED OR COMPLETED TO THE SATISFACTION OF PUBLIX'
<br />REPRESENTATIVE, EXCEPT THOSE ITEMS WHICH PUBLIX MAY
<br />SPECIFICALLY ALLOW TO BE DEFERRED TO FINAL INSPECTION, BEFORE
<br />THE INSPECTION FOR SUBSTANTIAL COMPLETION WILL BE SCHEDULED.
<br />1.2.2 THE FOLLOWING ITEMS ARE AMONG THOSE THAT MUST BE
<br />COMPLETED PRIOR TO INSPECTION FOR SUBSTANTIAL COMPLETION:
<br />1.2.2.1 THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY AND/OR
<br />A CERTIFICATE OF USE BY AUTHORITIES HAVING JURISDICTION.
<br />1.2.2.2 CLEAN THE ENTIRE WORK AND SITE OF ALL TRASH AND
<br />USED MATERIAL. ALL EQUIPMENT, FIXTURES, GLASS, METAL, ETC.
<br />SHALL BE CLEANED, READY FOR USE WITH ALL SHIPPING
<br />LABELS, MANUFACTURER'S REMOVABLE LABELS, ETC. REMOVED.
<br />1.2.2.3 MAKE ALL FLOORS READY FOR USE BY CLEANING.
<br />POSTING OF ALL REQUIRED OPERATING INSTRUCTIONS FOR
<br />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,
<br />LANDSCAPING, DOT REQUIREMENTS, AND OTHER ANCILLARY WORK)
<br />PERFORMED UNDER THIS CONTRACT OR OTHER CONTRACTS.
<br />1.2.3 AFTER PUBLIX' REPRESENTATIVE HAS APPROVED THE
<br />DISPOSITION OF ALL ITEMS ON THE PUNCH LIST, PUBLIX WILL SET A
<br />DATE FOR INSPECTION FOR SUBSTANTIAL COMPLETION. DISCREPANCIES
<br />NOTED DURING THIS INSPECTION MAY BE CAUSE FOR WITHHOLDING
<br />ISSUANCE OF CERTIFICATE OF SUBSTANTIAL COMPLETION AT THE
<br />DISCRETION OF PUBLIX' REPRESENTATIVE. OTHERWISE, A CERTIFICATE
<br />OF SUBSTANTIAL COMPLETION WILL BE ISSUED PROMPTLY.
<br />1.3. THE FOLLOWING REQUIREMENTS FOR FINAL PAYMENT SUPPLEMENT
<br />THOSE IN AIA DOCUMENT A201 GENERAL CONDITIONS OF THE CONTRACT
<br />FOR CONSTRUCTION, PARAGRAPH 9.10. THE CONTRACTOR SHALL NOTIFY
<br />PUBLIX WHEN ALL DEFERRED PUNCH LIST ITEMS HAVE BEEN CORRECTED,
<br />AT WHICH TIME PUBLIX WILL SET A DATE FOR INSPECTION FOR FINAL
<br />PAYMENT.
<br />1.3.1 THE FOLLOWING ITEMS ARE AMONG THOSE WHICH MUST BE
<br />COMPLETED PRIOR TO THE INSPECTION FOR FINAL PAYMENT:
<br />1.3.1.1 RECEIPT BY PUBLIX OF THE PROJECT RECORD DOCUMENTS
<br />SPECIFIED IN SECTION 01 78 39.
<br />1.3.1.2 RECEIPT BY PUBLIX OF A CLOSEOUT BOOK, WHICH
<br />SHALL CONTAIN THE FOLLOWING:
<br />LIST OF ALL SUB -CONTRACTORS,
<br />SUB -SUB -CONTRACTORS, AND SUPPLIERS.
<br />ALL REQUIRED GUARANTIES AND WARRANTIES.
<br />ALL OPERATING MANUALS, SERVICE INSTRUCTIONS,
<br />AND PARTS DATA.
<br />1.4. AT A TIME APPROXIMATELY ONE YEAR AFTER SUBSTANTIAL COMPLETION
<br />PUBLIX WILL SCHEDULE THE ONE-YEAR INSPECTION OF THE PROJECT.
<br />THE CONTRACTOR SHALL SEND A REPRESENTATIVE. THE CONTRACTOR
<br />SHALL CORRECT ANY WORK FOUND NOT TO BE IN ACCORDANCE WITH
<br />THE REQUIREMENTS OF THE CONTRACT DOCUMENTS, AS SET FORTH IN
<br />AIA DOCUMENT A201 GENERAL CONDITIONS OF THE CONTRACT FOR
<br />CONSTRUCTION, PARAGRAPH 12.2.2.
<br />2. PRODUCTS
<br />NOT USED
<br />3. EXECUTION
<br />NOT USED
<br />END OF SECTION 01 77 00
<br />SECTION 01 78 39
<br />PROJECT RECORD DOCUMENTS (AS -BUILT DRAWINGS)
<br />V01182012
<br />1. GENERAL
<br />1.1. SUMMARY:
<br />1.1.1 PUBLIX WILL SUPPLY A COMPACT DISC WITH TIFF IMAGES OF
<br />THE CONSTRUCTION DOCUMENTS PREPARED BY PUBLIX SUPER
<br />MARKETS, INC. TO THE GENERAL CONTRACTOR UPON AWARDING OF
<br />BID. THE GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR
<br />REPRODUCTION OF HARD COPIES TO COMPLETE THE REQUIREMENTS
<br />OF THIS SECTION REGARDING THE JOB SET AND FINAL RECORD
<br />DOCUMENTS.
<br />1.1.2 THROUGHOUT PROGRESS OF THE WORK, MAINTAIN AN ACCURATE
<br />RECORD OF CHANGES IN THE CONTRACT DOCUMENTS, AND, UPON
<br />COMPLETION OF THE WORK, TRANSFER THE RECORDED CHANGES TO A
<br />SET OF "FINAL RECORD DOCUMENTS", AS DESCRIBED IN ARTICLE 1.5
<br />BELOW.
<br />1.1.3 THE PURPOSE OF THE FINAL PROJECT RECORD DOCUMENTS IS
<br />TO PROVIDE ACCURATE INFORMATION REGARDING ALL ASPECTS OF THE
<br />PROJECT, BOTH CONCEALED AND VISIBLE, SO MAINTENANCE AND
<br />FUTURE MODIFICATION OF THE WORK MAY PROCEED WITHOUT EXTENSIVE
<br />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
<br />FINAL PROJECT RECORD DOCUMENTS MAY BE A PREREQUISITE TO
<br />PUBLIX' APPROVAL OF REQUESTS FOR PROGRESS PAYMENTS.
<br />1.2.2 PRIOR TO SUBMITTING REQUEST FOR INSPECTION FOR FINAL
<br />PAYMENT, SUBMIT THE FINAL PROJECT RECORD DOCUMENTS TO PUBLIX.
<br />FINAL PAYMENT WILL NOT BE APPROVED UNTIL DOCUMENTS ARE
<br />RECEIVED BY PUBLIX.
<br />1.2.3 DELIVER THE ORIGINAL AND TWO COPIES OF FINAL PROJECT RECORD
<br />DOCUMENTS TO PUBLIX'S REPRESENTATIVE WITHIN 30 DAYS OF OWNER
<br />ACCEPTANCE.
<br />1.3. QUALITY ASSURANCE: DELEGATE RESPONSIBILITY FOR MAINTENANCE OF
<br />FINAL PROJECT RECORD DOCUMENTS TO ONE PERSON ON THE
<br />CONTRACTOR'S STAFF AS APPROVED BY PUBLIX' REPRESENTATIVE.
<br />1.4. MAINTENANCE OF JOB SET
<br />1.4.1 JOB SET: DESIGNATE ONE OF THE SETS OF CONTRACT
<br />DOCUMENT DRAWINGS PROVIDED TO THE CONTRACTOR AT THE START OF
<br />THE PROJECT AS THE FINAL PROJECT RECORD DOCUMENT JOB SET.
<br />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
<br />DOCUMENTS. MAKE ADEQUATE ENTRIES ON EACH SHEET OF PUBLIX'
<br />PROTOTYPE PROJECT MANUAL, THE SUPPLEMENTAL ARCHITECTURAL AND
<br />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
<br />NEW DATA AND FOR REVIEW BY PUBLIX' REPRESENTATIVE, UNTIL START OF
<br />TRANSFER OF DATA TO THE FINAL RECORD DOCUMENTS.
<br />1.4.4 MAKE ENTRIES ON THE JOB SET WITHIN 24 HOURS AFTER
<br />RECEIPT OF INFORMATION THAT A CHANGE HAS OCCURRED.
<br />1.4.5 MAINTAIN THE JOB SET OF FINAL PROJECT RECORD DOCUMENTS
<br />COMPLETELY PROTECTED FROM DETERIORATION AND FROM LOSS OR
<br />DAMAGE UNTIL COMPLETION OF THE WORK AND TRANSFER OF ALL
<br />RECORDED DATA TO THE FINAL PROJECT RECORD DOCUMENTS.
<br />1.4.6 IN THE EVENT OF LOSS OF RECORDED DATA, USE MEANS
<br />NECESSARY TO AGAIN SECURE THE DATA TO PUBLIX' REPRESENTATIVE'S
<br />APPROVAL. SUCH MEANS SHALL INCLUDE REMOVAL AND REPLACEMENT
<br />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
<br />"CLOUD" AROUND EACH AREA AFFECTED; DATE ALL ENTRIES.
<br />1.4.7.3 IN THE EVENT OF OVERLAPPING CHANGES, USE A
<br />DIFFERENT COLOR FOR SUBSEQUENT CHANGES, SO THAT
<br />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
<br />DIMENSION, ACCURATE TO WITHIN ONE INCH, THE LOCATION OF
<br />EACH RUN OF UNDERGROUND CONDUIT, PIPE, ETC. CLEARLY
<br />IDENTIFY EACH ITEM BY ACCURATE NOTE SUCH AS "PVC. DRAIN",
<br />"GAL. WATER", AND THE LIKE. CLEARLY NOTE THE DEPTH OF EACH
<br />RUN BENEATH THE FINISHED FLOOR.
<br />1.4.8.2 CALL ATTENTION TO EACH ENTRY BY DRAWING A
<br />"CLOUD" AROUND EACH AREA AFFECTED.
<br />1.5. FINAL PROJECT RECORD DOCUMENTS
<br />1.5.1 OBTAIN BASE DRAWINGS FOR FINAL RECORD DOCUMENTS: AT
<br />A TIME NEARING THE COMPLETION OF THE WORK, SECURE FROM
<br />THE ARCHITECT AT NO CHARGE TO THE CONTRACTOR ONE COMPLETE
<br />SET OF CONTRACT DOCUMENT DRAWINGS.
<br />1.5.2 APPROVAL OF RECORDED DATA PRIOR TO TRANSFER: FOLLOWING
<br />RECEIPT OF THE SET OF BASE DRAWINGS OF THE FINAL RECORD
<br />DOCUMENTS, AND PRIOR TO THE START OF TRANSFER OF DATA FROM
<br />THE JOB SET TO THE FINAL RECORD DOCUMENTS, SECURE THE REVIEW
<br />AND APPROVAL OF ALL RECORDED DATA BY PUBLIX' REPRESENTATIVE.
<br />MAKE ALL REQUIRED REVISIONS TO THE JOB SET.
<br />1.5.3 AFTER APPROVAL, CAREFULLY TRANSFER CHANGE DATA AND
<br />SCHEMATIC CONVERSION DATA SHOWN ON THE JOB SET OF RECORD
<br />DRAWINGS TO THE CORRESPONDING SHEETS, CALLING ATTENTION TO
<br />EACH ENTRY BY DRAWING A "CLOUD" AROUND THE AFFECTED AREA.
<br />DATES OF CHANGES ARE NOT REQUIRED. USE PROPER MEDIA TO
<br />ASSURE LONGEVITY AND CLEAR REPRODUCTION.
<br />2. PRODUCTS
<br />NOT USED
<br />3. EXECUTION
<br />NOT USED
<br />END OF SECTION 01 78 39
<br />SECTION 05 12 00
<br />STRUCTURAL STEEL FRAMING
<br />V05202015
<br />1. GENERAL
<br />1.1. SCOPE OF WORK
<br />1.1.1 FURNISH ALL MATERIALS, LABOR, EQUIPMENT AND SERVICES
<br />NECESSARY AND INCIDENTAL TO COMPLETE INSTALLATION OF
<br />STRUCTURAL STEEL WORK INDICATED, IMPLIED ON CONTRACT DRAWINGS,
<br />OR AS SPECIFIED.
<br />1.1.2 THE CONTRACTOR SHALL COOPERATE WITH OTHER TRADES
<br />REGARDING INSTALLATION OF ASSOCIATED WORK AS NEEDED TO
<br />SUPPORT HVAC UNITS, FANS, AND OTHER ROOFTOP EQUIPMENT, ROOF
<br />PENETRATION FRAMES FOR PLUMBING, AND OTHER ITEMS REQUIRING
<br />SUPPORT FROM THE STEEL STRUCTURE.
<br />1.2. QUALIFICATIONS:
<br />1.2.1 FABRICATOR: NOT LESS THAN 5 YEARS EXPERIENCE IN
<br />FABRICATION OF STRUCTURAL STEEL FOR PROJECTS OF SIMILAR SCOPE.
<br />1.2.2 STEEL ERECTOR: NOT LESS THAN 5 YEARS EXPERIENCE IN THE
<br />ERECTION OF STRUCTURAL STEEL STRUCTURES OF SIMILAR MAGNITUDE
<br />OF THE PROPOSED STRUCTURE.
<br />1.3. REFERENCES: THE FOLLOWING SPECIFICATIONS, CODES AND STANDARDS
<br />OF CURRENT ISSUE (HEREAFTER REFERRED TO BY ACRONYM OR
<br />ALPHA/NUMERIC DESIGNATION ONLY) FORM A PART OF THIS
<br />SPECIFICATION:
<br />1.3.1 THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION:
<br />1.3.1.1 AISC "SPECIFICATION FOR THE DESIGN, FABRICATION AND
<br />ERECTION OF STRUCTURAL STEEL FOR BUILDINGS".
<br />1.3.1.2 AISC "CODE OF STANDARD PRACTICE".
<br />1.3.1.3 "STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS", APPROVED
<br />BY THE RESEARCH COUNCIL ON RIVET AND BOLTED STRUCTURAL JOINTS.
<br />1.3.1.4 AISC "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND
<br />BRIDGES".
<br />1.3.1.4.1 PARAGRAPH 4.2.1 OF THE ABOVE CODE IS HEREBY MODIFIED
<br />BY THE DELETION OF THE FOLLOWING SENTENCE: "THIS APPROVAL
<br />CONSTITUTES THE OWNER'S ACCEPTANCE OF ALL RESPONSIBILITY
<br />FOR THE DESIGN ADEQUACY OF ANY CONNECTIONS DESIGNED BY
<br />THE FABRICATOR AS PART OF HIS PREPARATION OF THESE SHOP
<br />DRAWINGS."
<br />1.3.2 AMERICAN WELDING SOCIETY:
<br />1.3.2.1 AWS, "STRUCTURAL WELDING CODE"
<br />1.3.2.2 AWS, "WELDING SYMBOLS"
<br />1.3.2.3 AWS, "GAS METAL -ARC WELDING WITH CO2 SHIELDING"
<br />1.3.2.4 AWS, "NON-DESTRUCTIVE TESTING SYMBOLS"
<br />1.3.3 AMERICAN SOCIETY OF TESTING MATERIALS (ASTM)
<br />1.3.3.1 A6, "GENERAL REQUIREMENTS OF DELIVERY"
<br />1.3.3.2 A325, H.S. BOLTS
<br />1.4. SUBMITTALS
<br />1.4.1 PROVIDE SUBMITTALS IN ACCORDANCE WITH SECTION 01 33 00
<br />SUBMITTAL PROCEDURES.
<br />1.4.2 SHOP DRAWINGS AND STEEL REPORTS: AT LEAST TWO WEEKS PRIOR TO
<br />STEEL FABRICATION, SUBMIT SHOP DRAWINGS, PREPARED UNDER THE
<br />SUPERVISION OF A PROFESSIONAL ENGINEER, TOGETHER WITH COPIES OF
<br />THE METALLURGICAL TEST REPORTS (MILL REPORTS), PURCHASE ORDERS FOR
<br />ALL STEEL, AND OTHER DATA TO SHOW COMPLIANCE WITH SPECIFICATIONS.
<br />1.4.3 INDICATE ALL SHOP ERECTION DETAILS, INCLUDING CUTS, COPES
<br />CONNECTIONS, HOLES, BOLTS, WELDS, AND PREPARATION REQUIRED, SUCH AS
<br />BEVELS, TESTING AND BACKUP BARS.
<br />INDICATE ALL WELDS, BOTH SHOP AND FIELD, BY AWS "WELDING
<br />SYMBOLS", A2.0, LATEST EDITION.
<br />2. PRODUCTS
<br />2.1. MATERIALS
<br />2.1.1 ALL MATERIAL SHALL BE NEW, CLEAN, AND FREE FROM SCALE OR RUST.
<br />CONFORM TO APPLICABLE ASTM DESIGNATIONS AS DESCRIBED IN
<br />THE MOST CURRENT AISC SPECIFICATIONS.
<br />2.1.2 STEEL BEAMS: ASTM A992, FY=50 KSI.
<br />2.1.3 STEEL TUBE COLUMNS: HSS SHALL BE ASTM A500, GRADE B, FY=46 KSI.
<br />2.1.4 ROUND PIPE COLUMNS: ASTM A53, GRADE B, FY=35 KSI.
<br />2.1.5 STEEL PLATES, CHANNELS, BARS AND ANGLES: ASTM A36
<br />2.1.6 BOLTS
<br />2.1.6.1 STRUCTURAL BOLTS: ASTM A325, TYPE 1
<br />2.1.6.2 "TWIST -OFF" TYPE TENSION CONTROL BOLT ASSEMBLIES:
<br />ASTM F1852 LEJEUNE TENSION CONTROL BOLTS.
<br />2.1.7 ARC WELDING ELECTRODES: E70 SERIES.
<br />2.1.8 GROUT: NON-METALLIC SHRINK -RESISTANT, COMPLYING WITH U.S.A. CORPS.
<br />OF
<br />ENGINEERS CRD-C-621 AND CRD-C-588.
<br />NS GROUT, EUCLID CHEMICAL COMPANY CRYSTEX, L&M
<br />CONSTRUCTION CHEMICALS MASTERFLOW 713, MASTER
<br />BUILDERS
<br />FIVE STAR GROUT, U.S. GROUT CORP. PROPAK, PROTEX
<br />INDUSTRIES, INC. CONSTRUCTION GROUT, BASF
<br />VIBROPRUF NO. 11, LAMBERT CORP.
<br />2.1.9 PRIMER: MANUFACTURER'S STANDARD SHOP PRIMER, UNLESS OTHERWISE
<br />NOTED.
<br />3. EXECUTION
<br />3.1. DESIGN AND FABRICATION OF STRUCTURAL AND MISCELLANEOUS STEEL
<br />3.1.1 IN GENERAL, AISC SPECIFICATION SHALL BE FOLLOWED.
<br />3.1.2 IN GENERAL, ALL SHOP AND FIELD CONNECTIONS SHALL BE BOLTED IN
<br />ACCORDANCE WITH THE SPECIFICATIONS OF THE AISC, UNLESS OTHERWISE
<br />INDICATED.
<br />3.1.3 ALL CONNECTIONS SHALL BE DESIGNED TO DEVELOP THE FULL STRENGTH
<br />OF THE BEAM SECTION SHEAR. ALL ERECTION BOLTS SHALL BE SET
<br />UP -RIGHT AND LEFT IN PLACE. BOLTED CONNECTIONS CARRYING STRESS
<br />SHALL HAVE WASHERS UNDER ALL NUTS, AND FULL GRIP WITH NUTS
<br />TORQUED TIGHT AS REQUIRED, CONFORMING TO "SPECIFICATION FOR
<br />STRUCTURAL JOINTS USING ASTM A325 BOLTS".
<br />3.1.4 BOLTS SHALL HAVE FULL SHANKS EXTENDED THROUGH CONNECTING MEMBERS.
<br />3.1.5 SHEARING AND CLIPPING SHALL BE NEATLY AND ACCURATELY DONE. NO
<br />COLUMN SPLICES ARE PERMITTED. NO SPLICES ARE PERMITTED IN BEAMS,
<br />EXCEPT FOR FIELD CONNECTIONS INDICATED.
<br />3.1.6 ALL BOLT HOLES ARE TO BE ACCURATELY DRILLED OR PUNCHED
<br />PERPENDICULAR TO METAL SURFACE. THE PIECES FORMING ONE BUILT
<br />MEMBER SHALL BE STRAIGHT AND FIT CLOSELY TOGETHER, ESPECIALLY
<br />WHERE OPEN TO VIEW. IN COMPRESSION JOINTS, DEPENDING ON CONTACT
<br />BEARING, THE SURFACES SHALL BE TRULY FACED, SO AS TO HAVE EVEN
<br />BEARING AFTER ADJOINING MEMBERS ARE ALIGNED AND SET UP COMPLETE.
<br />CONTINUOUS MEMBERS SHALL HAVE POSITIVE, FULL CONNECTIONS.
<br />3.1.7 DO NOT FLAME -CUT OR ENLARGE HOLES BY BURNING.
<br />3.1.8 FABRICATE AND ASSEMBLE STRUCTURAL STEEL IN SHOP TO GREATEST EXTENT
<br />POSSIBLE.
<br />3.2. ALL MILLED SURFACES SHALL BE PROTECTED WITH A COATING OF HEAVY
<br />OIL OR GREASE.
<br />3.3. PROVIDE ALL ANCHOR BOLTS AND PLATES AT ALL STEEL COLUMNS OF A
<br />SIZE AS SHOWN OR DETAILED ON THE STRUCTURAL DRAWINGS, OR AS
<br />REQUIRED FOR MAXIMUM LOAD OF COLUMNS, PER AISC.
<br />3.4. WELDING:
<br />3.4.1 IN GENERAL, ALL WELDING SHALL CONFORM TO THE REQUIREMENTS OF
<br />THE CODE FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION AS
<br />PRESCRIBED BY THE AMERICAN WELDING SOCIETY AS AMENDED TO DATE.
<br />3.4.2 WELDING SHALL BE PERFORMED BY WELDERS CURRENTLY QUALIFIED
<br />UNDER AWS STANDARD QUALIFICATION PROCEDURES TO PERFORM THE TYPE
<br />OF WORK REQUIRED. PROOF OF CURRENT AWS CERTIFICATION OF PERSONNEL
<br />SHALL BE AVAILABLE AT THE FABRICATION SHOP AND AT THE JOB SITE AT
<br />ALL TIMES.
<br />3.5. SHOP PAINTING: ALL STEEL WORK SHALL BE THOROUGHLY CLEANED OF
<br />ALL LOOSE MILL SCALE, RUST, AND FOREIGN MATTER AS DIRECTED IN
<br />SSPC-SP #3 SPECIFICATION FOR POWER TOOL CLEANING, AND GIVEN
<br />ONE COAT OF PRIMER. PRIMER SHALL BE WELL WORKED INTO ALL
<br />JOINTS. PRIME ONLY WHEN SURFACE METAL IS DRY AND GREASE FREE.
<br />COMPLY WITH STEEL STRUCTURES PAINTING COUNCIL (SSPC)-3.
<br />THICKNESS OF COATINGS SHALL BE 2.5 MIL.
<br />3.6. MISCELLANEOUS STEEL
<br />3.6.1 PIPE RAILINGS: 1-1/2" DIAMETER STANDARD PIPE; ALL WELDED
<br />CONNECTIONS. ALL PIPE RAILING SHALL BE GALVANIZED AFTER FABRICATION.
<br />3.6.2 FURNISH AND INSTALL ALL HANGERS AND CHANNELS FOR CURTAIN WALLS.
<br />3.7. FURNISH THE FOLLOWING ITEMS FOR INSTALLATION BY PROPER TRADES.
<br />3.8. INSTALLATIONCHANNEL DOOR FRAMES; CORNER GUARDS;
<br />6" PIPE COLUMNS FOR DOOR AND DOWNSPOUT GUARDS; TRAFFIC POST3.8.1 STEEL
<br />ERECTION GENERAL: THIS SHALL INCLUDE THE ERECTION OF ALL
<br />STRUCTURAL STEEL, STEEL JOIST GIRDERS AND JOISTS, MISCELLANEOUS
<br />STEEL, ETC. AS CALLED FOR ON THE DRAWINGS AND AS SPECIFIED.
<br />MAINTAIN ERECTION TOLERANCES OF STRUCTURAL STEEL WITHIN AISC'S
<br />"CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES".
<br />3.8.2 PROVIDE TEMPORARY SHORES, GUYS, BRACES, AND OTHER SUPPORTS
<br />DURING ERECTION TO KEEP STRUCTURAL STEEL SECURE, PLUMB, AND IN
<br />ALIGNMENT AGAINST TEMPORARY CONSTRUCTION LOADS. REMOVE TEMPORARY
<br />SUPPORTS WHEN PERMANENT STRUCTURAL STEEL, CONNECTIONS, AND
<br />BRACING ARE IN PLACE, UNLESS OTHERWISE INDICATED.
<br />3.8.3 SET STRUCTURAL STEEL ACCURATELY IN LOCATIONS AND TO
<br />ELEVATIONS INDICATED AND ACCORDING TO AISC SPECIFICATIONS
<br />REFERENCED IN THIS SECTION.
<br />3.8.4 BASE AND BEARING PLATES: CLEAN CONCRETE AND MASONRY BEARING
<br />SURFACES TO REMOVE DELETERIOUS MATERIALS AND ROUGHEN SURFACES
<br />PRIOR TO SETTING BASE AND BEARING PLATES. CLEAN BOTTOM SURFACE
<br />OF BASE AND BEARING PLATES.
<br />3.8.4.1 SET BASE AND BEARING PLATES FOR STRUCTURAL MEMBERS ON
<br />WEDGES, SHIMS, OR SETTING BOLTS AS REQUIRED.
<br />3.8.4.2 TIGHTEN ANCHOR BOLTS AFTER SUPPORTED MEMBERS HAVE BEEN
<br />POSITIONED AND PLUMBED. DO NOT REMOVE WEDGES OR SHIMS BUT, IF
<br />PROTRUDING, CUT OFF FLUSH WITH EDGE OF BASE OR BEARING PLATE
<br />PRIOR TO PACKING WITH GROUT.
<br />3.8.4.3 PACK GROUT SOLIDLY BETWEEN BEARING SURFACES AND PLATES
<br />SO NO VOIDS REMAIN. FINISH EXPOSED SURFACES. PROTECT INSTALLED
<br />MATERIALS AND ALLOW TO CURE.
<br />3.8.4.4 COMPLY WITH MANUFACTURER'S INSTRUCTIONS FOR
<br />PROPRIETARY GROUT MATERIALS.
<br />3.8.5 ALIGN AND ADJUST VARIOUS MEMBERS FORMING PART OF COMPLETE
<br />FRAME OR STRUCTURE BEFORE PERMANENTLY FASTENING. BEFORE ASSEMBLY,
<br />COMPLETE BEARING SURFACES AND OTHER SURFACES THAT WILL BE IN
<br />PERMANENT CONTACT. PERFORM NECESSARY ADJUSTMENTS TO COMPENSATE
<br />FOR DISCREPANCIES IN ELEVATION AND ALIGNMENT.
<br />3.8.6 LEVEL AND PLUMB INDIVIDUAL MEMBERS OF STRUCTURE.
<br />3.8.7 INSTALL AND TIGHTEN HIGH -STRENGTH BOLTS ACCORDING TO RCSC'S
<br />"SPECIFICATION FOR
<br />STRUCTURAL JOINTS USING ASTM A-325 OR A-490 BOLTS.
<br />3.8.8 WELD CONNECTIONS: COMPLY WITH AWS D1.1 FOR PROCEDURES,
<br />APPEARANCE AND QUALITY OF WELDS, AND METHODS USED IN CORRECTING
<br />WELD WORK.
<br />3.8.9 COMPLY WITH AISC SPECIFICATIONS REFERENCED IN THIS SECTION FOR
<br />BEARING, ADEQUACY OF TEMPORARY CONNECTIONS, ALIGNMENT, AND REMOVAL
<br />OF PAINT ON SURFACES ADJACENT TO FIELD WELDS.
<br />3.8.10 TOUCH UP WELD SPOTS AND ABRASIONS AFTER ERECTION WITH PRIMER
<br />SPECIFIED FOR SHOP PRIMING. SURFACES SHALL BE CLEAN AND DRY
<br />BEFORE PAINTING.
<br />3.9. FIELD QUALITY CONTROL
<br />3.9.1 NO FIELD CUTTING OR FABRICATION WILL BE PERMITTED WITHOUT
<br />WRITTEN APPROVAL OF
<br />PUBLIX' STRUCTURAL ENGINEER.
<br />3.9.2 TESTING AGENCY: CONTRACTOR SHALL ENGAGE AN INDEPENDENT TESTING AND
<br />INSPECTION AGENCY TO PERFORM FIELD INSPECTIONS AND TESTS AND TO PREPARE TEST
<br />REPORTS.
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