|
A
<br />CONTINUATION OF SECTION 05 12 00
<br />3.9.3 TESTING AGENCY WILL CONDUCT AND INTERPRET TEST AND STATE IN
<br />EACH REPORT WHETHER TESTED WORK COMPLIES WITH OR DEVIATES FROM
<br />THE REQUIREMENTS.
<br />3.10. CORRECT DEFICIENCIES IN OR REMOVE AND REPLACE STRUCTURAL STEEL
<br />THAT INSPECTIONS AND TEST REPORTS INDICATE DO NOT COMPLY WITH
<br />SPECIFIED REQUIREMENTS.
<br />3.11. ADDITIONAL TESTING, AT CONTRACTOR'S EXPENSE, WILL BE PERFORMED TO
<br />DETERMINE COMPLIANCE OF CORRECTED WORK WITH SPECIFIED REQUIREMENTS.
<br />3.12. FIELD BOLTED CONNECTIONS WILL BE TESTED AND INSPECTED ACCORDING TO
<br />RCSC'S
<br />"SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A 325 OR A 490 BOLTS".
<br />3.12.1 FOR BOLTS INDICATED AS "SNUG TIGHT", INSPECT TO VERIFY THAT
<br />CONNECTED ELEMENTS ARE IN DIRECT CONTACT.
<br />3.12.2 INSPECTION WILL BE REQUIRED OF A RANDOM SELECTION OF TEN
<br />PERCENT OF ALL HIGH STRENGTH SHOP AND FIELD BOLTING. TO BE
<br />ACCEPTABLE 95 PERCENT OF ALL BOLTS TESTED SHALL MEET DESIGN
<br />TENSION. IF THE BOLTING FAILS TO MEET THIS REQUIREMENT, BOLTS SHALL
<br />BE REWORKED BY THE CONTRACTOR AND ADDITIONAL TESTS OF 50 PERCENT
<br />OF ALL BOLTS SHALL BE MADE UNTIL THE ABOVE REQUIREMENTS ARE MET.
<br />3.12.3 FIELD -WELDED CONNECTIONS WILL BE INSPECTED BY A TESTING
<br />LABORATORY WHO WILL PERFORM VISUAL INSPECTIONS OF A MINIMUM OF
<br />100 PERCENT OF WELDS.
<br />3.12.4 FOR FIELD -WELDED CONNECTIONS THAT FAIL VISUAL INSPECTION,
<br />FIELD -WELDED CONNECTIONS WILL BE INSPECTED AND TESTED ACCORDING
<br />TO AWS D1.1 AND THE INSPECTION PROCEDURES LISTED BELOW:
<br />3.12.4.1 RADIOGRAPHIC INSPECTION: ASTM E 94 AND ASTM E 142; MINIMUM
<br />QUALITY LEVEL; "2-2T".
<br />3.13. CONTRACTOR SHALL COORDINATE ERECTION AND INSPECTIONS TO FACILITATE
<br />CONSTRUCTION.
<br />3.14. NOTIFY PUBLIX THREE (3) DAYS IN ADVANCE OF TIME STRUCTURE WILL BE READY
<br />FOR INSPECTION.
<br />END OF SECTION 05 12 00
<br />SECTION 05 21 00
<br />STEEL JOIST FRAMING
<br />V11282011
<br />IN CORRECTING WELDING WORK.
<br />3.2.5 BOLT JOISTS, WHERE INDICATED, TO SUPPORTING STEEL FRAMEWORK
<br />USING CARBON -STEEL BOLTS, UNLESS OTHERWISE INDICATED.
<br />3.2.6 INSTALL AND CONNECT BRIDGING CONCURRENTLY WITH JOIST ERECTION,
<br />BEFORE CONSTRUCTION LOADS ARE APPLIED. ANCHOR ENDS OF BRIDGING
<br />T P N TTOM CHOR S WHERE TERMINATING AT WALLS OR BEAMS.
<br />LINES A TO A D BO D
<br />3.3. FIELD QUALITY CONTROL
<br />3.3.1 NO FIELD CUTTING OR FABRICATION WILL BE PERMITTED WITHOUT WRITTEN
<br />APPROVAL OF
<br />PUBLIX' STRUCTURAL ENGINEER.
<br />3.3.2 TESTING AGENCY: A QUALIFIED INDEPENDENT TESTING AGENCY
<br />EMPLOYED AND PAID BY CONTRACTOR SHALL PERFORM FIELD QUALITY
<br />CONTROL TESTING.
<br />3.3.3 TESTING AGENCY WILL REPORT TEST RESULTS PROMPTLY AND IN WRITING TO
<br />OWNER AND
<br />ENGINEER.
<br />3.3.4 TESTING AND VERIFICATION PROCEDURES WILL BE REQUIRED OF HIGH
<br />STRENGTH BOLTED CONNECTIONS AND FIELDS.
<br />3.3.5 BOLTED CONNECTIONS WILL BE VISUALLY INSPECTED.
<br />3.3.6 HIGH -STRENGTH, FIELD -BOLTED CONNECTIONS WILL BE TESTED AND
<br />VERIFIED ACCORDING TO PROCEDURES IN RCSC'S "SPECIFICATIONS FOR
<br />STRUCTURAL JOINTS USING ASTM A 325 OR ASTM A 490 BOLTS".
<br />3.3.7 FIELD WELDS WILL BE SUBJECT TO INSPECTION REQUIREMENTS OF SECTION
<br />05120
<br />"STRUCTURAL STEEL".
<br />3.4. REPAIRS AND PROTECTION
<br />3.4.1 CORRECT DEFICIENCIES IN WORK THAT INSPECTION AND TEST REPORTS
<br />HAVE INDICATED ARE NOT IN COMPLIANCE WITH SPECIFIED REQUIREMENTS
<br />PROVIDED THAT THE CORRECTION METHOD DOES NOT CONFLICT WITH OTHER
<br />PROVISIONS OF THESE SPECIFICATIONS.
<br />3.4.2 ADDITIONAL TESTING WILL BE PERFORMED TO DETERMINE COMPLIANCE
<br />OF CORRECTED WORK WITH SPECIFIED REQUIREMENTS.
<br />END OF SECTION 05 21 00
<br />SECTION 05 30 00
<br />METAL DECKING
<br />V11282011
<br />1.
<br />GENERAL
<br />1.
<br />GENERAL
<br />1.1.
<br />SCOPE OF WORK:
<br />1.1.
<br />SCOPE OF WORK:
<br />1.1.1 STEEL DECK AND RELATED ACCESSORIES FOR THE PUBLIX BOX SHALL BE
<br />1.1.1
<br />STEEL JOISTS AND RELATED ACCESSORIES FOR THE PUBLIX BOX SHALL BE
<br />ENGINEERED AND FABRICATED BY NUCOR/VULCRAFT AND WILL BE PROVIDED BY
<br />ENGINEERED AND FABRICATED BY NUCOR/VULCRAFT AND WILL BE PROVIDED BY
<br />PUBLIX. DECKING PROVIDED DOES NOT INCLUDE RETAIL OR FACADE
<br />PUBLIX. JOISTS PROVIDED DO NOT INCLUDE RETAIL OR FACADE STRUCTURES,
<br />STRUCTURES, EXCEPT WHEN FACADE DRAWINGS ARE ON PUBLIX TITLE BLOCK.
<br />EXCEPT WHEN FACADE DRAWINGS ARE ON PUBLIX TITLE BLOCK.
<br />1.1.2 GENERAL CONTRACTOR AND STEEL FABRICATOR TO COORDINATE WITH
<br />1.1.2
<br />GENERAL CONTRACTOR AND STEEL FABRICATOR TO COORDINATE WITH
<br />VULCRAFT SHOP DRAWINGS WHICH WILL BE AVAILABLE FROM VULCRAFT AFTER
<br />VULCRAFT SHOP DRAWINGS FOR ALL CONNECTIONS. SHOP DRAWINGS WILL BE
<br />THE STORE HAS BEEN AWARDED.
<br />AVAILABLE FROM VULCRAFT AFTER THE STORE HAS BEEN AWARDED.
<br />1.1.3 GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR COORDINATING THE
<br />1.1.3 GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR COORDINATING THE
<br />DECK DELIVERY DATE WITH VULCRAFT (CONTACT: SEE BELOW). GENERAL
<br />JOIST DELIVERY DATE WITH VULCRAFT (CONTACT: SEE BELOW). GENERAL
<br />CONTRACTOR IS ALSO RESPONSIBLE FOR UNLOADING DELIVERY AND COVERING
<br />CONTRACTOR IS ALSO RESPONSIBLE FOR UNLOADING DELIVERY AND COVERING
<br />MATERIALS AT THE JOB SITE. THE GENERAL CONTRACTOR IS RESPONSIBLE
<br />MATERIALS AT THE JOB SITE. THE GENERAL CONTRACTOR IS RESPONSIBLE
<br />FOR ALL MATERIALS AFTER DELIVERY TO THE JOB SITE.
<br />FOR ALL MATERIALS AFTER DELIVERY TO THE JOB SITE.
<br />ROBERT WESLEY
<br />ROBERT WESLEY
<br />NATIONAL ACCOUNT MANAGER
<br />NATIONAL ACCOUNT MANAGER
<br />NUCOR-VULCRAFT GROUP
<br />NUCOR-VULCRAFT GROUP
<br />6230 SHILOH RD., SUITE 140
<br />6230 SHILOH RD., SUITE 140
<br />ALPHARETTA, GA 30005
<br />ALPHARETTA, GA 30005
<br />PHONE: 678.965.6667
<br />PHONE: 678.965.6667
<br />FAX: 678.965.6929
<br />FAX: 678.965.6929
<br />EMAIL: RWESLEY®VULCRAFT-AL.COM
<br />EMAIL: RWESLEYOVULCRAFT-AL.COM
<br />1.1.4 THE DECK SHALL NOT SIT ON THE SITE FOR MORE THAN 10 DAYS BEFORE
<br />1.1.4 THE JOISTS SHALL NOT SIT ON THE SITE FOR MORE THAN 10 DAYS BEFORE
<br />BEING ERECTED.
<br />ERECTION.
<br />1.2.
<br />SUBMITTALS:
<br />1.2.
<br />SUBMITTALS
<br />1.2.1 CONFORM TO REQUIREMENTS OF SECTION 01 33 00 SUBMITTAL PROCEDURES.
<br />1.2.1 SUBMIT SHOP DRAWINGS IN ACCORDANCE WITH SECTION 01 33 00
<br />S ITTA PR C DURES. SHOP DRAWINGS SHALL SHOW LAYOUT MARK
<br />UBM L 0 E
<br />1.2.2 PRODUCT DATA: FOR EACH TYPE OF DECKING, ACCESSORY AND
<br />NUMBER, TYPE, LOCATION, AND SPACING OF JOISTS. INCLUDE JOINING AND
<br />MECHANICAL FASTENERS (IF USED), SUBMIT MANUFACTURER'S SPECIFICATIONS
<br />ANCHORAGE DETAILS, BRACING, BRIDGING, ACCESSORIES, SPLICE AND
<br />CONNECTION DETAILS, AND ATTACHMENTS TO OTHER UNITS OF WORK.
<br />AND OTHER DATA NEEDED TO DEMONSTRATE COMPLIANCE WITH THE SPECIFIED
<br />REQUIREMENTS.
<br />1.3.
<br />QUALITY ASSURANCE
<br />1.2.3 SHOP DRAWINGS: SUBMIT DETAILED DRAWINGS SHOWING LAYOUT AND TYPES
<br />1.3.1 MANUFACTURER QUALIFICATIONS: ENGAGE A FIRM EXPERIENCED IN
<br />OF DECK PANELS, ANCHORAGE DETAILS, AND CONDITIONS REQUIRING CLOSURE
<br />MANUFACTURING JOISTS SIMILAR TO THOSE INDICATED FOR THIS PROJECT, AND THAT
<br />PANELS, SUPPLEMENTARY FRAMING, SUMP PANS, CANT STRIPS, CUT OPENINGS,
<br />HAVE A RECORD OF SUCCESSFUL IN-SERVICE PERFORMANCE. THE JOIST
<br />SPECIAL JOINTING OR OTHER ACCESSORIES.
<br />MANUFACTURER MUST ENGAGE A QUALIFIED PROFESSIONAL ENGINEER TO PREPARE
<br />DESIGN CALCULATIONS, SHOP DRAWINGS AND OTHER STRUCTURAL DATA FOR STEEL
<br />1.2.4 INSTALLATION INSTRUCTIONS: SUBMIT MANUFACTURER'S RECOMMENDED
<br />JOISTS.
<br />INSTALLATION PROCEDURES WHICH, WHEN APPROVED BY THE ENGINEER,
<br />SHALL BECOME THE BASIS FOR ACCEPTING OR REJECTING ACTUAL
<br />1.3.2 SJI DESIGN STANDARD: COMPLY WITH RECOMMENDATIONS OF SJI'S "STANDARD
<br />INSTALLATION PROCEDURES USED ON THE WORK.
<br />SPECIFICATIONS LOAD TABLES AND WEIGHT TABLES FOR STEEL JOISTS AND JOIST
<br />GIRDERS", APPLICABLE TO TYPES OF JOISTS INDICATED.
<br />1.2.5 WHEN THE MATERIALS OF THIS SECTION ARE USED AS PART OF AN
<br />ASSEMBLY INDICATED ON THE DRAWINGS IN WHICH FIRE -RESISTIVE
<br />1.3.3 WELDING STANDARDS: COMPLY WITH APPLICABLE PROVISIONS OF AWS D1.3
<br />CONSTRUCTION RATINGS ARE REQUIRED, SUBMIT EVIDENCE OF APPROVAL BY
<br />"STRUCTURAL
<br />UNDERWRITERS' LABORATORIES, INC. AND THE LOCAL AUTHORITY HAVING
<br />WELDING CODE --SHEET STEEL".
<br />JURISDICTION.
<br />1.3.3.1 CERTIFY THAT EACH WELDER HAS SATISFACTORILY PASSED AWS
<br />1.2.6 INSURANCE CERTIFICATION: ASSIST OWNER IN PREPARATION AND SUBMITTAL OF
<br />QUALIFICATION TESTS FOR WELDING PROCESSES INVOLVED AND, IF PERTINENT,
<br />ROOF
<br />HAS UNDERGONE RECERTIFICATION.
<br />AND EXTENDED COVERAGE INSURANCE.
<br />1.4.
<br />DELIVERY, STORAGE, AND HANDLING
<br />1.3.
<br />QUALITY ASSURANCE:
<br />1.4.1 DELIVER, STORE, AND HANDLE JOISTS AS RECOMMENDED IN SJI'S
<br />1.3.1 CODES AND STANDARDS: COMPLY WITH PROVISIONS OF THE FOLLOWING
<br />"SPECIFICATIONS".
<br />CODES AND STANDARDS, EXCEPT AS OTHERWISE SHOWN OR SPECIFIED:
<br />1.4.2 PROTECT JOISTS FROM CORROSION, DEFORMATION, AND OTHER DAMAGE
<br />DURING DELIVERY, STORAGE AND HANDLING.
<br />1.3.1.1 AISC "SPECIFICATION FOR THE DESIGN OF LIGHT GAGE COLD -FORMED
<br />STEEL
<br />2.
<br />PRODUCTS
<br />STRUCTURAL MEMBERS".
<br />2.1.
<br />MATERIALS
<br />1.3.1.2 AWS "STRUCTURAL WELDING CODE- STEEL", AND "STRUCTURAL WELDING
<br />CODE-SHEETSTEEL".
<br />2.1.1 STEEL: COMPLY WITH REQUIREMENTS OF SJI'S "SPECIFICATIONS" FOR
<br />CHORD AND WEB SECTION MATERIAL.
<br />1.3.1.3 SDI "DESIGN MANUAL FOR FLOOR DECKS AND ROOF DECKS".
<br />2.1.2 CARBON -STEEL BOLTS AND THREADED FASTENERS: ASTM A 307, GRADE
<br />1.3.2 QUALIFICATIONS OF FIELD WELDING: QUALIFY WELDING PROCESSES
<br />A (ASTM F568, PROPERTY CLASS 4.6), CARBONSTEEL, HEX -HEADED BOLTS
<br />AND WELDING OPERATORS IN ACCORDANCE WITH AWS "STANDARD
<br />AND THREADED FASTENERS; CARBON -STEEL NUTS; AND FLAT, UNHARDENED
<br />QUALIFICATION PROCEDURE". ALSO FOLLOW REQUIREMENT OF DIVISION 5
<br />STEEL WASHERS.
<br />SECTION 3.6 "WELDING" OF THIS SPECIFICATION.
<br />2.1.2.1 FINISH: PLAIN, UNCOATED
<br />1.3.2.1 WELDED DECKING IN PLACE IS SUBJECT TO INSPECTION AND TESTING.
<br />EXPENSE
<br />2.1.3 HIGH -STRENGTH BOLTS AND NUTS: ASTM A 325, TYPE 1, HEAVY HEX
<br />OF REMOVING AND REPLACING PORTIONS OF DECKING FOR TESTING
<br />STEEL STRUCTURAL BOLTS, HEAVY HEX CARBON -STEEL NUTS, AND HARDENED
<br />PURPOSES WILL BE BORNE BY OWNER IF WELDS ARE FOUND TO BE
<br />CARBON -STEEL WASHERS.
<br />UNSATISFACTORY. REMOVE
<br />WORK FOUND TO BE DEFECTIVE AND REPLACE WITH NEW ACCEPTABLE WORK.
<br />2.1.3.1 FINISH: PLAIN, UNCOATED
<br />1.3.3 FM LISTING: PROVIDE METAL ROOF DECK UNITS WHICH HAVE BEEN
<br />2.1.4 WELDING ELECTRODES: COMPLY WITH AWS STANDARDS.
<br />EVALUATED BY FACTORY MUTUAL SYSTEM AND ARE LISTED IN "FACTORY
<br />MUTUAL APPROVAL GUIDE" FOR "CLASS I" FIRE RATED CONSTRUCTION.
<br />2.1.5 PRIMER: MANUFACTURER'S STANDARD SHOP PRIMER UNLESS OTHERWISE
<br />INDICATED.
<br />1.4.
<br />MANUFACTURER:
<br />2.2.
<br />STEEL JOISTS
<br />1.4.1 ALL ROOF DECKING SHALL BE THE PRODUCT OF A SINGLE
<br />N F T R • A FLOOR DECKING SHAL BE THE PRODUCT OF A SINGLE
<br />MA U AC U ER, LL L
<br />2.2.1 MANUFACTURER JOISTS ACCORDING TO SJI'S "SPECIFICATIONS", WITH
<br />MANUFACTURER.
<br />STEEL ANGLE TOP AND BOTTOM CHORD MEMBERS, OF JOIST TYPES, END
<br />ARRANGEMENTS, AND TOP CHORD ARRANGEMENTS INDICATED.
<br />1.4.2 MANUFACTURER SHALL BE A MEMBER OF THE STEEL DECK INSTITUTE.
<br />2.2.2 COMPLY WITH AWS REQUIREMENTS AND PROCEDURES FOR SHOP
<br />WELDING, APPEARANCE, QUALITY WELDS, AND METHODS USED IN CORRECTING
<br />WELDING WORK.
<br />2.
<br />PRODUCTS:
<br />2.2.3 EXTEND TOP CHORD OF JOISTS WITH SJI TYPE STOP CHORD EXTENSIONS
<br />2.1.
<br />ROOF DECK (AND ROOFTOP EQUIPMENT ROOM FLOOR DECKING)
<br />WHERE INDICATED, COMPLYING WITH SJI'S "SPECIFICATIONS" AND LOAD
<br />TABLES.
<br />2.1.1 PROVIDE MINIMUM 22 GAUGE SDI TYPE "B" DECK (1 1/2 IN.), CAPABLE
<br />OF SUPPORTING UNIFORMLY DISTRIBUTED LIVE AND DEAD LOAD OF 50 PSF
<br />2.2.4 EXTEND BEARING ENDS OF JOISTS WITH SJI TYPE R EXTENDED ENDS
<br />OVER 6'-O" CLEAR SPAN, WITH DEFLECTION LIMITED TO 1 /240 OF THE
<br />WHERE INDICATED, COMPLYING WITH SJI'S "SPECIFICATIONS" AND LOAD
<br />SPAN. SEE DESIGN DOCUMENTS FOR MINIMUM GAUGE REQUIREMENTS.
<br />TABLES.
<br />2.2.5 CAMBER K-SERIES STEEL JOISTS ACCORDING TO SJI'S "SPECIFICATIONS".
<br />2.1.2 PROVIDE GALVANIZED, BOTTOM PRIME -PAINTED DECK. PRIOR TO PAINTING,
<br />THE GALVANIZED STEEL SHALL BE CHEMICALLY CLEANED AND PRE-TREATED
<br />IN ACCORDANCE WITH PRIME -PAINT MANUFACTURER'S RECOMMENDATIONS.
<br />2.2.6 EQUIP BEARING ENDS OF JOISTS WITH MANUFACTURE'S STANDARD
<br />PRIME PAINT SHALL BE WATER -BORNE, RUST INHIBITIVE, RECOMMENDED BY
<br />BEVELED ENDS OR SLOPED SHOES WHEN JOIST SLOPE EXCEEDS 1 /4 INCH IN
<br />MANUFACTURER FOR USE OVER GALVANIZED STEEL, COMPATIBLE WITH
<br />12 INCHES (1:48).
<br />SPECIFIED FIELD APPLIED FINISH COATS, COLOR: GRAY.
<br />2.3.
<br />JOIST ACCESSORIES
<br />2.1.2.1 PRIMER: MANUFACTURER'S STANDARD PRIMER, UNLESS NOTED OTHERWISE.
<br />2.3.1 BRIDGING: PROVIDE BRIDGING ANCHORS AND NUMBER OF ROWS OF
<br />2.1.2.2 STEEL SHALL CONFORM TO ASTM A653, STRUCTURAL QUALITY, G-60.
<br />HORIZONTAL OR DIAGONAL BRIDGING OF MATERIAL, SIZE, AND TYPE REQUIRED
<br />BY SJI'S "SPECIFICATIONS" FOR TYPE OF JOIST, CHORD SIZE, SPACING, AND
<br />2.1.2.3 FOR DADE AND BROWARD COUNTY, FL: ZINC COATING SHALL BE G-90, VENTED
<br />SPAN.
<br />2.3.2 STEEL BEARING PLATES WITH INTEGRAL ANCHORAGES ARE SPECIFIED IN THE
<br />2.2.
<br />FLOOR DECK
<br />STRUCTURAL
<br />2.2.1 PROVIDE MINIMUM 28 GAUGE SDI TYPE "C" DECK (9/16 INCH). SEE
<br />SECTION OF THE PUBLIX CONSTRUCTION DOCUMENTS.
<br />DESIGN DOCUMENTS FOR ADDITIONAL DESIGN REQUIREMENTS.
<br />2.3.3 SUPPLY MISCELLANEOUS ACCESSORIES, INCLUDING SPLICE PLATES AND
<br />BOLTS REQUIRED BY THE JOIST MANUFACTURER TO COMPLETE THE JOIST
<br />2.2.2 STEEL SHALL CONFORM TO ASTM A653, STRUCTURAL QUALITY, G-60. DECK
<br />INSTALLATION.
<br />SHALL HAVE
<br />OVERLAPPED SIDE JOINTS AND SPAN AT LEAST 3 SUPPORTS.
<br />2.4.
<br />SHOP PAINTING
<br />3.
<br />EXECUTION
<br />2.4.1 APPLY ONE SHOP COAT OF PRIMER TO JOIST AND JOIST ACCESSORIES TO BE
<br />PRIMED TO PROVIDE A CONTINUOUS, DRY PAINT FILM THICKNESS OF NOT LESS THAN 1
<br />MIL (0.025MM).
<br />3.1.
<br />INSPECTION
<br />3.1.1 INSTALLER SHALL EXAMINE AREAS AND CONDITIONS UNDER WHICH METAL
<br />3.
<br />EXECUTION
<br />DECKING IS TO BE INSTALLED AND NOTIFY CONTRACTOR IN WRITING OF
<br />CONDITIONS DETRIMENTAL TO PROPER AND TIMELY COMPLETION OF WORK. DO
<br />3.1.
<br />INSPECTION
<br />NOT PROCEED WITH WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN
<br />CORRECTED IN A MANNER ACCEPTABLE TO INSTALLER.
<br />3.1.1 EXAMINE SUPPORTING SUBSTRATES, EMBEDDED BEARING PLATES, AND
<br />ABUTTING STRUCTURAL FRAMING, WITH INSTALLER PRESENT, FOR COMPLIANCE
<br />3.2.
<br />INSTALLATION
<br />WITH REQUIREMENTS FOR INSTALLATION TOLERANCES AND OTHER CONDITIONS
<br />AFFECTING PERFORMANCE OF JOISTS. DO NOT PROCEED WITH INSTALLATION
<br />3.2.1 GENERAL: INSTALL DECK UNITS AND ACCESSORIES IN ACCORDANCE WITH
<br />UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED.
<br />MANUFACTURER'S RECOMMENDATIONS, CURRENT SPECIFICATIONS AND
<br />COMMENTARY OF SDI, AND FINAL SHOP DRAWINGS, AND AS SPECIFIED
<br />3.2.
<br />INSTALLATION
<br />HEREIN.
<br />3.2.1 DO NOT INSTALL JOISTS UNTIL SUPPORTING CONSTRUCTION IS IN PLACE AND
<br />3.2.1.1 PLACE DECK UNITS ON SUPPORTING STEEL FRAMEWORK AND ADJUST TO
<br />SECURED.
<br />FINAL POSITION WITH ENDS ACCURATELY ALIGNED AND BEARING ON
<br />SUPPORTING MEMBERS BEFORE PERMANENTLY FASTENED. DO NOT STRETCH
<br />OR CONTRACT SIDE LAP INTERLOCKS.3.2.1.2PLACE DECK UNITS FLAT AND
<br />3.2.2 COMPLY WITH OSHA REQUIREMENTS FOR STEEL JOIST ERECTION.
<br />SQUARE, SECURED TO ADJACENT FRAMING WITHOUT WARP OR
<br />DEFLECTION.3.2.1.3PROVIDE ADDITIONAL REINFORCEMENT AND CLOSURE
<br />3.2.3 INSTALL JOISTS AND ACCESSORIES PLUMB, SQUARE, AND TRUE TO LINE;
<br />PIECES AT OPENINGS AS REQUIRED FOR STRENGTH, CONTINUITY OF DECKING,
<br />SECURELY FASTEN TO SUPPORTING CONSTRUCTION ACCORDING TOM SJI'S
<br />AND SUPPORT OF OTHER WORK.3.2.1.4CUTTING AND FITTING: CUT AND
<br />"SPECIFICATIONS", JOIST MANUFACTURER'S RECOMMENDATIONS, THE
<br />NEATLY FIT DECKUNITS AND ACCESSORIES AROUND OTHER WORK PROJECTING
<br />REQUIREMENTS OF THIS SECTION, AND THE STRUCTURAL SECTION OF PUBLIX
<br />THROUGH OR ADJACENT TO THE DECKING, AS SHOWN.3.3.FASTENING ROOF
<br />CONSTRUCTION DOCUMENTS".
<br />DECK PANELS:3.3.1 FASTEN ROOF DECK PANELS TO STEEL SUPPORTING
<br />MEMBERS BY ARC SPOT (PUDDLE) WELDS OF NOT LESS THAN
<br />3.2.3.1 SPACE, ADJUST, AND ALIGN JOISTS ACCURATELY IN LOCATION
<br />5/8" DIAMETER. USE WELDING WASHERS WHERE RECOMMENDED BY DECK
<br />BEFORE PERMANENTLY FASTENING.
<br />MANUFACTURER.
<br />3.2.3.2 INSTALL TEMPORARY BRACING AND BRIDGING, CONNECTIONS, AND
<br />ANCHORS TO ENSURE JOISTS ARE STABILIZED DURING CONSTRUCTION.
<br />3.3.1.1 WELD SPACING: SPACE AND LOCATE WELDS AS INDICATED IN THE
<br />STRUCTURAL SECTION OF THE PUBLIX CONSTRUCTION DOCUMENTS.
<br />3.2.4 FIELD WELD JOISTS TO SUPPORTING STEEL FRAMEWORK AND STEEL BEARING
<br />PLATES.
<br />3.3.1.2 SIDE LAP AND PERIMETER EDGE FASTENING: FASTEN SIDE LAPS AND PERIMETER
<br />COORDINATE WELDING SEQUENCE AND PROCEDURE WITH PLACING OF JOISTS.
<br />EDGES
<br />OF PANELS BETWEEN SUPPORTS, AT INTERVALS INDICATED IN THE STRUCTURAL
<br />3.2.4.1 COMPLY WITH AWS REQUIREMENTS AND PROCEDURES FOR
<br />SECTION OF THE
<br />WELDING, APPEARANCE AND QUALITY OF WELDS, AND METHODS USED
<br />PUBLIX CONSTRUCTION DOCUMENTS. MECHANICALLY FASTEN WITH SELF -DRILLING
<br />NO. 10 DIAMETER OR LARGER CARBON STEEL SCREWS, UNLESS OTHERWISE
<br />INDICATED IN THE PUBLIX CONSTRUCTION DOCUMENTS.
<br />3.3.1.3 END BEARING: INSTALL DECK ENDS OVER SUPPORTING FRAMING WITH A
<br />MINIMUM END BEARING OF 1-1 /2 INCHES, WITH END JOINTS LAPPED 2 INCHES
<br />MINIMUM, OR AS PER SDI.
<br />3.3.2 COMPLY WITH AWS REQUIREMENTS AND PROCEDURES FOR MANUAL
<br />SHIELDED METAL ARC WELDING, APPEARANCE AND QUALITY OF WELDS, AND
<br />METHODS USED IN CORRECTING WELDING WORK.
<br />3.3.3 MECHANICAL FASTENERS MAY BE USED IN LIEU OF WELDING TO
<br />FASTEN DECK. INSTALL ACCORDING TO DECK MANUFACTURER'S
<br />INSTRUCTIONS. SUBMIT FASTENER DATA FOR APPROVAL. IF APPROVED,
<br />ENGINEER WILL DETERMINE FASTENER SPACING.
<br />3.3.4 MISCELLANEOUS ROOF DECK ACCESSORIES: INSTALL RIDGE AND VALLEY
<br />PLATES, FINISH STRIPS, COVER PLATES, END CLOSURES, AND REINFORCING
<br />CHANNELS ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. WELD TO
<br />SUBSTRATE TO PROVIDE A COMPLETE DECK
<br />INSTALLATION.
<br />3.4. MECHANICAL FASTENING ROOF DECK PANELS (ALTERNATE TO WELDING)
<br />3.4.1 POWDER DRIVEN AND PNEUMATIC FASTENERS: FASTENERS SHALL HAVE
<br />KNURLED SHANK; MINIMUM 1/2" DIAMETER STEEL WASHER; ELECTROPLATED
<br />ZINC CONFORMING TO ASTM B633, SC.1, TYPE II; MEET SDI DESIGN
<br />REQUIREMENTS; FM APPROVAL.
<br />3.4.1.1 ACCEPTABLE FASTENERS FOR BAR JOISTS (1/8" MINIMUM THICKNESS TO
<br />3/8" MAXIMUM THICKNESS) INCLUDE HILTI ENP2K-20-L15, X-EDNI9-THQ12
<br />HSN OR X- EDNK22 THQ12 HSN
<br />3.4.1.2 ACCEPTABLE FASTENER FOR STRUCTURAL STEEL (1/4" THICKNESS AND GREATER)
<br />IS HILTI
<br />ENPH2-21-L15
<br />3.4.2 USE OF POWDER ACTUATED TOOLS SHALL ONLY BE BY A QUALIFIED
<br />OPERATOR, TRAINED AND LICENSED BY THE TOOL MANUFACTURER IN
<br />ACCORDANCE WITH THE MANUFACTURER'S AND OSHA REQUIREMENTS.
<br />3.4.3 INSTALL FASTENERS TO STEEL MEMBERS AS INDICATED BELOW:
<br />3.4.3.1 FOR ENPH2-21-L15 FASTENERS TO SECURE ROOF DECK TO STRUCTURAL
<br />STEEL MEMBERS USING HILTI POWDER ACTUATED TOOLS DX-750 OR DXA70R.
<br />3.4.3.2 FOR ENP2K-20-L15 FASTENERS TO SECURE ROOF DECK TO BAR JOISTS USING
<br />HILTI
<br />POWDER ACTUATED TOOLS DX-750
<br />3.4.3.3 FOR X-EDNI9-THQ12 HSN OR X-EDNK22 TH012 HSN FASTENERS TO
<br />SECURE ROOF DECK TO BAR JOISTS USING HILTI PNEUMATIC TOOL R4X12 OR
<br />THE HILTI POWDER ACTUATED TOOLS DX-36M OR DX-A41 SM.
<br />3.4.3.4 THE NAILHEAD STAND OFF SHALL BE ACCORDING TO THE MANUFACTURER'S
<br />RECOMMENDATIONS AND VERIFIED WITH AN INSPECTION GAUGE. THE POWER
<br />LEVEL SHALL BE DETERMINED BY JOBSITE TESTING.
<br />3.4.3.5 INSTALLATION OF FASTENERS SHALL BE IN ACCORDANCE TO DESIGN
<br />REQUIREMENTS AND INSTALLED BY AN OPERATOR TRAINED AND LICENSED BY
<br />THE MANUFACTURER.
<br />3.4.3.6 POWDER ACTUATED TOOLS SHALL BE LOW VELOCITY, PISTON PRINCIPLE,
<br />ADJUSTABLE.
<br />3.5. FIELD QUALITY CONTROL
<br />3.5.1 TESTING AGENCY
<br />3.5.2 A QUALIFIED INDEPENDENT TESTING AGENCY EMPLOYED AND PAID BY THE
<br />CONTRACTOR WILL PERFORM FIELD QUALITY -CONTROL TESTING.
<br />3.5.3 FIELD WELDS WILL BE SUBJECT TO INSPECTION REQUIREMENTS OF
<br />SECTION 05120, "STRUCTURAL STEEL".
<br />3.5.4 DECK ATTACHMENT PATTERN WILL BE SUBJECT TO INSPECTION.
<br />3.5.5 TESTING AGENCY WILL REPORT TEST RESULTS PROMPTLY AND IN WRITING TO
<br />OWNER AND
<br />ENGINEER.
<br />3.5.6 REMOVE AND REPLACE WORK THAT DOES NOT COMPLY WITH SPECIFIED
<br />REQUIREMENTS.
<br />3.5.7 ADDITIONAL TESTING, AT CONTRACTOR'S EXPENSE, WILL BE PERFORMED
<br />TO DETERMINE COMPLIANCE WITH SPECIFIED REQUIREMENTS.
<br />3.6. REPAIRS AND PROTECTION
<br />3.6.1 TOUCHUP PAINTING: WIRE BRUSH, CLEAN AND PAINT SCARRED AREAS,
<br />WELDS, AND RUST SPOTS ON BOTH SURFACES OF INSTALLED DECK
<br />PANELS.
<br />3.6.2 PROVIDE FINAL PROTECTION AND MAINTAIN CONDITIONS TO ENSURE STEEL DECKING
<br />IS WITHOUT DAMAGE OR DETERIORATION AT TIME OF SUBSTANTIAL COMPLETION.
<br />END OF SECTION 05 30 00
<br />SECTION 06 00 00
<br />WOODS, PLASTICS AND COMPOSITES
<br />V12202016
<br />1. GENERAL
<br />1.1. SUBMIT L01 IN ACCORDANCE WITH SECTION 01 33 00 SUBMITTAL PROCEDURES.
<br />1.2. SCOPE OF WORK: SEE DRAWINGS INCLUDING PLANS, ROOM SCHEDULES AND DETAILS
<br />FOR
<br />MATERIALS, ATTACHMENT METHODS, ETC. FRAME FOR ALL CONCRETE BEAMS,
<br />SLABS, ETC. PROVIDE ALL WOOD FURRING, BLOCKING, AND TRIM REQUIRED.
<br />2. PRODUCTS
<br />2.1. GENERAL:
<br />2.1.1 BLOCKING: PROVIDE ALL WOOD BLOCKING AND BACKING AS REQUIRED
<br />FOR THE PROPER INSTALLATION OF PLUMBING AND FIXTURES, CABINETS,
<br />MISCELLANEOUS ACCESSORIES, ETC. BLOCK BETWEEN STUDS AT JOINTS
<br />BUTTING TWO PIECES OF PLYWOOD OR OTHER MATERIAL.
<br />2.1.2 INTERIOR PARTITIONS: STEEL STUDS. SEE SECTION 09 29 00 GYPSUM BOARD.
<br />2.2. WOOD SPECIES, GRADING:
<br />2.2.1 WOOD FOR THERMAL BREAKS IN SLABS: #2 SOUTHERN PINE, KD19,
<br />MOISTURE RESISTANT PRESSURE TREATED AS DESCRIBED BELOW.
<br />2.2.2 INTERIOR EXPOSED WOOD TRIM: C-SELECT GRADE SPF-S. BASE SHALL BE 1
<br />X 4 (NOM.)
<br />WITH 45 DEGREE SANITARY CUT TOP.
<br />2.2.3 OTHER LUMBER: WHERE APPEARANCE IS NOT A FACTOR, CONSTRUCTION
<br />GRADE SPF-S, KD19.
<br />2.3. PLYWOOD: EXCEPT AS OTHERWISE SPECIFIED OR PROVIDED, SHALL CONFORM TO
<br />REQUIREMENTS OF AMERICAN PLYWOOD ASSOCIATION, EXTERIOR GRADES GROUP 1, FIR
<br />AC. SHEATHING GRADE PLYWOOD SHALL BE FIR OR PINE, 4 PLY, EXTERIOR GLUE.
<br />2.4. PRESSURE TREATED WOOD:
<br />2.4.1 WOOD IN CONTACT WITH CONCRETE OR MASONRY, IN THE ROOFING
<br />SYSTEM, AS BLOCKING FOR STOREFRONT OPENINGS OR AT OTHER
<br />LOCATIONS WHERE NECESSARY SHALL BE PRESSURE TREATED.
<br />2.4.2 PROVIDE WOOD PRESSURE TREATED FOR ABOVE -GROUND USE PER
<br />AWPA STANDARDS P5 AND C2 OR C9, CHROMATED COPPER ARSENATE TYPE
<br />C ("WOLMANIZED", OSMOSE "CCA-C", HOOVER "CCA", ETC.), 0.25 PCF.
<br />2.4.3 SALTS RETENTION:
<br />2.4.3.1 WOOD FOR THERMAL BREAKS IN SLABS: 0.60 LB/CUFT MINIMUM, AWPA
<br />C22.
<br />2.4.3.2 ALL OTHER LOCATIONS: 0.40 LB/CUFT MINIMUM, AWPA C2.
<br />2.5. FIRE RETARDANT WOOD TREATMENT:
<br />2.5.1 ALL WOOD MATERIAL SHALL BE FIRE RETARDANT TREATED.
<br />2.5.2 PRESSURE TREAT WOOD WITH FIRE RETARDANT MATERIAL WHICH HAS
<br />BEEN TESTED AND PROVEN TO MEET AWPA STANDARDS C20 AND C27
<br />FOR TYPE A USE.
<br />2.5.4 KILN DRY TO MOISTURE OF 19% OR LESS FOR LUMBER AND 15% OR LESS
<br />FOR PLYWOOD.
<br />2.5.5 INTERIOR EXPOSED PLYWOOD: TREATED AND LABELED TO MEET ASTM E84
<br />STANDARDS FOR
<br />CLASS C INTERIOR FINISH, KILN DRIED AFTER TREATMENT.
<br />2.5.6 USE GALVANIZED FASTENERS FOR FIRE RETARDANT TREATED WOOD.
<br />2.5.7 APPROVED TREATMENT:
<br />CHEMICAL SPECIALTIES, INC. - "D-BLAZE" HICKSON
<br />CORPORATION - DRI-CON"
<br />HOOVER TREATED WOOD PRODUCTS, INC. - "PYRO-GUARD"
<br />2.6. WOOD CASED OPENINGS: FRAME WITH NOMINAL 2 X 4 FRAME, SPECIES, GRADE AS
<br />ABOVE.
<br />WRAP WITH STAINLESS STEEL.
<br />2.7. ACRYLIC/POLYESTER RESIN SOLID SURFACING MATERIAL:
<br />2.7.1 PROVIDE MATERIAL AND MANUFACTURER'S STANDARD SEAMLESS JOINT
<br />KIT. COLOR: MANUFACTURER'S STANDARD COLOR TO MATCH CORIAN
<br />"DUSK."
<br />2.7.2 ACCEPTABLE PRODUCTS: DUPONT "CORIAN"
<br />INTERNATIONAL PAPER, NEVAMAR DIVISION "FOUNTAINHEAD"
<br />RALPH WILSON PLASTICS CO. "GIBRALTAR" FORMICA
<br />CORPORATION "SURELL"
<br />2.7.3 RESTROOM LAVATORIES:
<br />DUPONT "CORIAN" - MODEL 810 BOWL WITH INTEGRATED SINKTOP, "ARCTIC
<br />WHITE"
<br />2.8. ACROVYN WALL PROTECTION
<br />2. .1 F RNISH AND INSTALL ACROVYN CORNER GUARD SYSTEMS IN MODELS
<br />8 U ,
<br />SIZES AND QUANTITIES AS DETAILED ON THE DRAWINGS, AND AS
<br />MANUFACTURED BY AND PER THE NATIONAL PURCHASING AGREEMENT
<br />BETWEEN GRAND ENTRANCE A MEMBER OF C/S GROUP OF COMPANIES,
<br />GAITHERSBURG MD. AND PUBLIX SUPERMARKETS INC. CONTACT SANDRA
<br />GERGELY OF GRAND ENTRANCE AT (888-424-6287).
<br />2.8.2 "O.40" HIGH IMPACT SHEETING.
<br />2.8.2.1 ACROVYN HIGH IMPACT SHEETING SHALL BE 0.40" THICK RIGID
<br />VINYL/ACRYLIC.
<br />2.8.2.2 PROVIDE IN SHEETS 3'X 10' OR 3' X 8' WITH "PEBBLETTE" TEXTURE.
<br />2.8.2.3 PATTERNS AND COLORS ARE LISTED ON DRAWINGS.
<br />2.8.3 SCR-50 CRASH RAIL
<br />2.8.3.1 ACROVYN SURFACE MOUNTED SCR-50 CRASH RAIL CONSITEING OF
<br />CONTINUOUS ALUMINUM RETAINER INCLUDING AN INTEGRAL SHOCK
<br />ABSORBING CUSHION WITH A SNAP ON ACROVYN COVER.
<br />2.8.3.2 ACROVYN MATERIAL SHALL BE HIGH IMPACT ACRLYIC/VINYL WITH
<br />"PEBBLETTE"
<br />TEXTURE FINISH.
<br />2.8.3.3 ACROVYN COVER TO FLEX UPON IMPACT FOR SHOCK ABSORPTION.
<br />2.8.3.4 CRASH RAIL TO BE 5" HIGH WITH 1-1/16" NOMINAL DEPTH.
<br />2.8.3.5 PROVIDE COLOR MATCHED ENDCAPS, OUTSIDE CORNERS AND
<br />ATTACHMENT
<br />HARDWARE.
<br />2.8.3.6 COLOR AND PATTERN TO BE LISTED ON DRAWINGS.
<br />2.8.3.7 FOLLOW ALL MANUFACTURER'S INSTRUCTIONS REGARDING THE
<br />INSTALLATION OF
<br />ACROVYN PROTECTIVE SHEETS AND CRASH RAILS.
<br />2.9. STAINLESS STEEL:
<br />2.9.1 COVERS FOR COLUMNS AS INDICATED, COVERS FOR HEAD AND JAMB OF
<br />DOORS AND CASED OPENINGS AS SCHEDULED AND DETAILED, AND WALL
<br />FINISH AT ALL GREASE HOODS, AS INDICATED AND A MINIMUM OF
<br />FLOOR -TO -CEILING, BEHIND AND 18 IN. ON EITHER SIDE OF HOODS.
<br />2.9.2 STAINLESS STEEL: 18 GAUGE, TYPE 304 WITH NUMBER THREE POLISH.
<br />2.10. COOLER ARMOR: WHERE INDICATED, PROVIDE COOLER ARMOR FORMED AS
<br />SHOWN FROM 14 GAUGE (MINIMUM) STEEL SHEET, FORMING STEEL TYPE B,
<br />ASTM A653, COATING DESIGNATION G90 (NORMAL SPANGLE), NOT CHEMICALLY
<br />TREATED, OILED.
<br />2.11. FIBERGLASS REINFORCED POLYESTER PANELS: AS SCHEDULED AND AS INDICATED
<br />ON DRAWINGS.
<br />2.11.1 PANELS 3/32" THICK, 48" WIDE, EXTENDING FULL ROOM HEIGHT (NO
<br />HORIZONTAL JOINTS WILL BE ACCEPTED) OR, WHERE INDICATED ON
<br />DRAWINGS, USE 48 IN. COIL FOR INSTALLATION AS A WAINSCOT.
<br />2.11.2 PROVIDE MATERIALS BEARING U.L. LABEL INDICATING COMPLIANCE WITH ASTM
<br />E84
<br />STANDARDS FOR CLASS A INTERIOR FINISH.
<br />2.11.3 PROVIDE JUNCTION MOLDING FOR ALL INSIDE AND OUTSIDE CORNERS AS
<br />REQUIRED. LAYOUT INSTALLATION SO A MINIMUM OF 16" PANEL WIDTH IS
<br />MAINTAINED.
<br />2.11.4 ACCEPTABLE PRODUCT:
<br />"STRUCTOGLAS FRFR", SEQUENTIA (CRANE COMPOSITES)
<br />"STANDARD FRP", MARLITE
<br />"FIRE-X GLASBORD (FX)", KEMLITE (CRANE COMPOSITES)
<br />"GLASLINER FRP", GLASTEEL
<br />"PANOLAM FRP", PANOLAM INDUSTRIES
<br />2.11.5 ADHESIVE: USE A NON -SHRINKING, WATERPROOF MASTIC ADHESIVE.
<br />2.11.5.1 ACCEPTABLE PRODUCTS:
<br />TITEBOND, "SOLVENT -BASED FRP ADHESIVE" TACC, "T216
<br />PANEL ADHESIVE"
<br />CHEM LINK, "DURATEX"
<br />3M, "SCOTCH -GRIP CONSTRUCTION MASTIC 4323"
<br />2.12. ROUGH HARDWARE: NAILS, CASE HARDENED NAILS, SPIKES, SCREWS, BOLTS,
<br />AND SIMILAR ITEMS SHALL BE OF SIZES AND TYPES TO RIGIDLY SECURE
<br />MEMBERS IN PLACE. USE GALVANIZED NAILS THROUGHOUT THE JOB, EXCEPT IN
<br />FORMWORK THAT WILL BE REMOVED.
<br />3. EXECUTION
<br />3.1. GENERAL:
<br />3.1.1 CAREFULLY LAY OUT, CUT, FIT AND SECURELY ERECT ALL FRAMING AND
<br />ALL OTHER ITEMS OF CARPENTRY. ADEQUATE AND SUBSTANTIAL FURRING,
<br />BLOCKING, GROUNDS, AND SUPPORTS PROPERLY ANCHORED, SHALL BE
<br />PROVIDED FOR ALL PANELING, TRIM ETC.
<br />3.1.2 AT ALL PLYWOOD EDGES, THERE SHALL BE EITHER A VERTICAL STUD OR
<br />HORIZONTAL BACKING
<br />TO NAIL INTO.
<br />3.2. ANCHORAGE: ALL WOOD FRAMING MEMBERS IN CONTACT WITH STEEL, CONCRETE OR
<br />MASONRY SHALL BE SECURELY ANCHORED AT NOT OVER 48" INTERVALS OR AS SHOWN
<br />ON THE DRAWINGS. PROVIDE ANCHORS, BOLTS, AND OTHER ITEMS NECESSARY FOR
<br />ATTACHING MISCELLANEOUS EQUIPMENT, ALL TO BE INSTALLED AS THE WORK
<br />PROGRESSES.
<br />3.3. GROUNDS AND NAILING STRIPS: FURNISH AND SET DRESSED WOOD GROUNDS FOR ALL
<br />TRIM. CHECK FOR PERFECT ALIGNMENT WITH LONG STRAIGHT EDGE.
<br />3.4. ALL WALLS SHALL BE FINISHED BEFORE ANY CEILING WORK IS DONE. WALLS SHALL BE
<br />INSTALLED AS SOON AS THE COOLER AND FREEZER ARE INSTALLED.
<br />3.5. FIBERGLASS -REINFORCED POLYESTER PANELS: INSTALL PANELS VERTICALLY WITH
<br />"T" MOLD BETWEEN SHEETS AND INSIDE AND OUTSIDE CORNERS AS REQUIRED. INSTALL
<br />ADHESIVE BY EITHER TROWEL OR CAULK GUN.
<br />3.6. STAINLESS STEEL:
<br />3.6.1 SHEET: INSTALL WITH APPROVED NON -WATER -BASED CONTACT CEMENT.
<br />CUTTING OF ALL HOLES IN STEEL COVERED PANELS FOR ELECTRICAL AND
<br />PLUMBING OUTLETS SHALL BE BY APPROPRIATE TRADES, NEATLY AND
<br />ACCURATELY TO PRODUCE HIGH QUALITY APPEARANCE.
<br />3.6.2 CLADDING FOR CASED OPENINGS, IMPACT DOOR FRAMES, ETC.: INSTALL
<br />WITH APPROPRIATELY SIZED COMPATIBLE STAINLESS STEEL SCREWS USING
<br />TORQUE LIMITING SCREWDRIVER. DO NOT OVER -TIGHTEN.
<br />3.7. COOLER ARMOR: APPLY SHOP FORMED GALVANIZED SHEET STEEL ARMOR WHERE
<br />INDICATED ON THE DRAWINGS, USING SEX BOLTS AS SHOWN, SPACED 1'-O" O.C., TOP
<br />AND BOTTOM. APPLY SEALANT TOP AND BOTTOM.
<br />3.8. SOLID SURFACING MATERIAL: WORK MATERIAL TO PRODUCE LINES AND FORMS AS
<br />SHOWN. WHERE HORIZONTAL SURFACES ABUT, WELD SHEETS TO FORM SEAMLESS
<br />JOINTS, INVISIBLE AS DEFINED BY MANUFACTURER OF SHEET MATERIAL, IMPERVIOUS TO
<br />PENETRATION AND STAINS.
<br />3.9. PROT CTION: PANELING WOODWORK TRIM DOORS HARDWARE ETC. SHALL BE
<br />E ,
<br />PROTECTED AFTER DELIVERY TO JOB AND AFTER INSTALLATION.
<br />END OF SECTION 06 00 00
<br />SECTION 07 21 00
<br />THERMAL INSULATION
<br />V02212011
<br />1. GENERAL
<br />1.1. THIS SECTION INCLUDES THE FOLLOWING:
<br />CONCEALED BUILDING INSULATION (REFRIGERATED CASE WALLS)
<br />UNDERSLAB INSULATION (FREEZERS)
<br />1.2. RELATED SECTIONS INCLUDE THE FOLLOWING:
<br />1.2.1 SECTION 04 20 00 UNIT MASONRY FOR INSULATION INSTALLED AS PART
<br />OF UNIT MASONRY CONSTRUCTION.
<br />1.2.2 SECTION 07 51 00 BUILT-UP BITUMINOUS ROOFING FOR INSULATION
<br />INSTALLED AS PART OF ROOFING CONSTRUCTION.
<br />1.3. SUBMITTALS:
<br />1.3.1 SUBMIT L01 IN ACCORDANCE WITH SECTION 01 33 00 SUBMITTAL
<br />PROCEDURES.
<br />1.3.2 NO PRODUCT SUBMITTALS ARE NEEDED.
<br />1.4. QUALITY ASSURANCE
<br />1.4.1 SOURCE LIMITATIONS: OBTAIN EACH TYPE OF BUILDING INSULATION
<br />THROUGH ONE SOURCE FROM A SINGLE MANUFACTURER.
<br />1.5. DELIVERY, STORAGE AND HANDLING:
<br />1.5.1 PROTECT INSULATION MATERIALS FROM PHYSICAL DAMAGE AND FROM
<br />DETERIORATION BY MOISTURE, SOILING AND OTHER SOURCES. STORE INSIDE
<br />AND IN A DRY LOCATION. COMPLY WITH MANUFACTURER'S WRITTEN
<br />INSTRUCTIONS FOR HANDLING, STORING AND PROTECTING DURING
<br />INSTALLATION.
<br />1.5.2 PROTECT PLASTIC INSULATION AS FOLLOWS:
<br />1.5.2.1 DO NOT EXPOSE TO SUNLIGHT, EXCEPT TO EXTENT NECESSARY
<br />FOR PERIOD OF INSTALLATION AND CONCEALMENT.
<br />1.5.2.2 PROTECT AGAINST IGNITION AT ALL TIMES. DO NOT DELIVER
<br />PLASTIC INSULATING MATERIALS TO PROJECT SITE BEFORE INSTALLATION
<br />TIME.
<br />1.5.2.3 COMPLETE INSTALLATION AND CONCEALMENT AS RAPIDLY AS
<br />POSSIBLE IN EACH AREA OF CONSTRUCTION.
<br />2. PRODUCTS
<br />2.1. EXTRUDED -POLYSTYRENE BOARD INSULATION:
<br />2.1.1 REFRIGERATED CASE WALL INSULATION: 1 1/2" THICK.
<br />2.1.1.1 PRODUCTS:
<br />"STYROFOAM Z-MATE", DOW CHEMICAL COMPANY
<br />"FOAMULAR 250", OWENS CORNING
<br />"INSULPNK Z", OWENS CORNING
<br />"GREENGUARD SCOREBOARD INSULATION BOARD", PACTIV
<br />2.1.2 FREEZER SUB -SLABS: 2" THICK, 24" WIDE BY 96" LONG.
<br />2.1.2.1 PRODUCTS:
<br />"STYROFOAM FREEZERMATE", DOW CHEMICAL COMPANY
<br />"GREENGUARD CM INSULATION BOARD", PACTIV
<br />"FOAMULAR 250", OWENS CORNING
<br />2.1.3 FOAMED -IN -PLACE INSULATION MATERIAL:
<br />2.1.3.1 PROVIDE ASSEMBLY R=20.
<br />2.1.3.2 COMPLIANT WITH VOC REGULATIONS.
<br />2.1.3.3 FORMALDEHYDE OUT -GASSING LESS THAN 0.01 MILLIGRAM PER
<br />CUBIC METER WHEN MEASURED 28 DAYS OR MORE AFTER
<br />INSTALLATION.
<br />2.1.3.4 SELF EXTINGUISHING OR NON-COMBUSTIBLE.
<br />2.1.3.5 RRODUCTS:
<br />"CORE-FILL-500", TAILORED FOAM, INC. "R-501",
<br />POLYMASTER, INC.
<br />"THERMCO", THERMAL CORPORATION OF AMERICA
<br />"CORE -FOAM", CFIFOAM, INC.
<br />3. EXECUTION
<br />3.1. PREPARATION:
<br />3.1.1 EXAMINE ALL SUBSTRATES, WITH INSTALLER PRESENT, FOR CONDITION
<br />COMPLIANCE PRIOR TO INSTALLATION. CORRECT ALL UNSATISFACTORY
<br />CONDITIONS BEFORE PROCEEDING.
<br />3.2. INSTALLATION:
<br />3.2.1 COMPLY WITH INSULATION MANUFACTURER'S WRITTEN INSTRUCTIONS
<br />APPLICABLE TO PRODUCTS AND APPLICATION INDICATED.
<br />3.2.2 INSTALL INSULATION THAT IS UNDAMAGED, DRY AND UNSOILED AND
<br />THAT HAS NOT BEEN LEFT EXPOSED AT ANY TIME TO ICE, RAIN AND
<br />SNOW.
<br />3.2.3 EXTEND INSULATION IN THICKNESS INDICATED TO ENVELOP ENTIRE
<br />AREA TO BE INSULATED.
<br />CUT AND FIT TIGHTLY AROUND OBSTRUCTIONS AND FILL VOIDS WITH
<br />INSULATION. REMOVE PROJECTIONS AND FILL VOIDS WITH INSULATION.
<br />REMOVE PROJECTIONS THAT INTERFERE WITH PLACEMENT.
<br />3.2.4 ADD SINGLE LAYER OF INSULATION UNITS TO PRODUCE THICKNESS
<br />INDICATED UNLESS MULTIPLE LAYERS ARE OTHERWISE SHOWN OR
<br />REQUIRED TO MAKE UP TOTAL THICKNESS.
<br />3.2.5 ON HORIZONTAL SURFACES, LOOSELY LAY INSULATION UNITS
<br />ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. STAGGER END
<br />JOINTS AND TIGHTLY ABUT INSULATION UNITS.
<br />3.2.6 APPLY INSULATION UNITS TO SUBSTRATES BY METHOD INDICATED,
<br />COMPLYING WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. IF NO
<br />SPECIFIC METHOD IS INDICATED, BOND UNITS TO SUBSTRATE WITH
<br />ADHESIVE OR USE MECHANICAL ANCHORAGE TO PROVIDE PERMANENT
<br />PLACEMENT AND SUPPORT OF UNITS.
<br />END OF SECTION 07 21 00
<br />SECTION 07 21 29
<br />SPRAYED POLYURETHANE INSULATION
<br />V07212017
<br />1. GENERAL
<br />1.1. THIS SECTION INCLUDES THE FOLLOWING:
<br />SPRAYED POLYURETHANE FOAM INSULATION
<br />1.2. RELATED SECTIONS INCLUDE THE FOLLOWING:
<br />1.2.1 SECTION 07 21 00 THERMAL INSULATION
<br />1.2.2 SECTION 09 29 00 GYPSUM BOARD
<br />1.3. REFERENCES:
<br />1.3.1 ASTM C 518: STANDARD TEST METHOD FOR STEADY-STATE THERMAL
<br />TRANSMISSION PROPERTIES BY MEANS OF THE HEAT FLOW METER
<br />APPARATUS.
<br />1.3.2 ASTM E 84: STANDARD TEST METHOD FOR SURFACE BURNING
<br />CHARACTERISTICS OF BUILDING MATERIALS
<br />1.3.3 ASTM 96: STANDARD TEST METHOD FOR WATER VAPOR TRANSMISSION OF
<br />MATERIALS.
<br />1.3.4 ASTM 283: STANDARD TEST METHOD FOR DETERMINING RATE OF AIR
<br />LEAKAGE THOUGH EXTERIOR WINDOWS, CURTAIN WALLS AND DOORS UNDER
<br />SPECIFIED PRESSURE DIFFERENCES ACROSS THE SPECIMEN.
<br />1.3.5 ASTM 1621: STANDARD TEST METHOD FOR APPARENT DENSITY OF RIGID
<br />REGULAR PLASTIC.
<br />1.3.6 ASTM 1622: STANDARD TEST METHOD FOR APPARENT DENSITY OF RIGID
<br />REGULAR PLASTICS.
<br />1.3.7 ASTM 119: COMPLIANT WITH STANDARD TEST METHOD FOR FIRE TEST
<br />OF BUILDING CONSTRUCTION AND MATERIALS.
<br />1.3.8 NFPA 285: COMPLIANT WITH STANDARD METHOD OF TEST FOR THE
<br />EVALUATION OF FLAMMABILITY CHARACTERISTICS OF EXTERIOR
<br />NON -LOAD -BEARING WALL ASSEMBLIES CONTAINING COMBUSTIBLE
<br />COMPONENTS USING THE INTERMEDIATE -SCALE, MULTISTORY TEST APPARATUS.
<br />1.4. SUBMITTALS:
<br />1.4.1 SUBMIT L01 IN ACCORDANCE WITH SECTION 01 33 00 SUBMITTAL
<br />PROCEDURES.
<br />1.4.2 PRODUCT DATA MUST INCLUDE MANUFACTURES DATA SHEETS INCLUDING
<br />STORAGE, HANDLING INSTALLATION METHODS
<br />1.5. QUALITY ASSURANCE:
<br />1.5.1 INSTALLATIONS: SPRAY POLYURETHANE FOAM INSTALLER SHALL BE
<br />CERTIFIED TO USE THE SPRAY FOAM SELECTED BY MANUFACTURER OR
<br />OTHER AGENCY.
<br />1.5.2 INSTALLER SHALL PROVIDE THE EQUIPMENT REQUIRED BY THE
<br />MANUFACTURER FOR PROPER INSTALLATION.
<br />1.6. DELIVERY, STORAGE AND HANDLING:
<br />1.6.1 STORAGE FOR CHEMICALS SHOULD BE BETWEEN 65 AND 80 DEGREES
<br />FOR PROPER PROCESSING THROUGH THE SPRAY EQUIPMENT. DO NOT
<br />ALLOW PRODUCT TO FREEZE.
<br />1.6.2 PROTECT INSULATION MATERIALS FROM PHYSICAL DAMAGE AND FROM
<br />DETERIORATION BY MOISTURE, SOILING AND OTHER SOURCES. STORE INSIDE
<br />AND IN A DRY LOCATION. COMPLY WITH MANUFACTURER'S WRITTEN
<br />INSTRUCTIONS FOR HANDLING, STORING AND PROTECTING DURING
<br />INSTALLATION.
<br />1.6.2.1 DO NOT EXPOSE TO SUNLIGHT, EXCEPT TO EXTENT NECESSARY
<br />FOR PERIOD OF INSTALLATION AND CONCEALMENT.
<br />1.6.2.2 PROTECT AGAINST IGNITION AT ALL TIMES. DO NOT DELIVER
<br />PLASTIC INSULATING MATERIALS TO PROJECT SITE BEFORE INSTALLATION
<br />TIME.
<br />1.6.2.3 COMPLETE INSTALLATION AND CONCEALMENT AS RAPIDLY AS
<br />POSSIBLE IN EACH AREA OF CONSTRUCTION.
<br />1.7. PHYSICAL PROPERTIES:
<br />1.7.0.1 R-VALUE (ASTM C 518):
<br />6.5 AT 1 INCH
<br />13 AT 2 INCHES
<br />19 AT 3 INCHES
<br />22 AT 3.5 INCHES
<br />1.7.0.2 FLAMMABILITY AT 4 INCHES (ASTM E 84): FLAME
<br />SPREAD INDEX:<25
<br />SMOKE DEVELOPMENT: <450
<br />1.7.0.3 WATER VAPOR TRANSMISSION (ASTM 96):
<br />0.9 PERM PER 1.5 INCH
<br />1.7.0.4 AIR PERMANENCE (ASTM 283):
<br />< 0.02 L S1 M1
<br />2. PRODUCTS
<br />2.1. SPRAY FOAM POLYURETHANE INSULATION
<br />2.1.0.1 PRODUCTS:
<br />"BAYSEAL CCX, BAYER
<br />"MD-C-200", ICYNENE
<br />"TOUCH 'N SEAL", DAP PRODUCTS
<br />"HEATLOK SOY", DEMILEC
<br />3. EXECUTION
<br />3.1. EXAMINATION:
<br />3.1.1 EXAMINE ALL SUBSTRATES, WITH INSTALLER PRESENT, FOR CONDITION
<br />COMPLIANCE PRIOR TO INSTALLATION. CORRECT ALL UNSATISFACTORY
<br />CONDITIONS BEFORE PROCEEDING.
<br />3.2. INSTALLATION:
<br />3.2.1 COMPLY WITH INSULATION MANUFACTURER'S WRITTEN INSTRUCTIONS
<br />APPLICABLE TO PRODUCTS AND APPLICATION INDICATED.
<br />3.2.2 PROCEED WITH SPRAY POLYURETHANE FOAM APPLICATION ONLY AFTER
<br />SUBSTRATE CONSTRUCTION, SUBSTRATE PENETRATION WORK, AND RELATED
<br />WELDING AND OTHER HOT WORK HAS BEEN COMPLETED.
<br />3.2.3 APPLY INSULATION UNITS TO SUBSTRATES BY METHOD INDICATED,
<br />COMPLYING WITH MANUFACTURER'S WRITTEN INSTRUCTIONS.
<br />END OF SECTION 07 21 29
<br />SECTION 07 51 00
<br />BITUMINOUS BUILT-UP ROOFING
<br />V04182018
<br />1.1. THIS SECTION INCLUDES THE FOLLOWING:
<br />BUILT-UP ROOFING
<br />ROOFING INSULATION
<br />1.2. RELATED SECTIONS INCLUDE THE FOLLOWING:
<br />1.2.1 SECTION 07 60 00 FLASHING AND SHEET METAL.
<br />1.2.2 SECTION 07 72 33 ROOF HATCHES.
<br />1.3. SYSTEM DESCRIPTION:
<br />1.3.1 WIND RESISTANCE:
<br />1.3.1.1 COMPLY WITH THE REQUIREMENTS OF THE AUTHORITY HAVING
<br />JURISDICTION.
<br />1.3.1.2 PUBLIX'S MINIMUM REQUIREMENT: FACTORY MUTUAL "CLASS
<br />1-90" WIND RESISTANCE.
<br />1.3.1.3 COMPLY WITH ALL OF THE REQUIREMENTS FOR A FACTORY MUTUAL
<br />APPROVED INSTALLATION, INCLUDING BUT NOT LIMITED TO ALL LOSS
<br />PREVENTION DATA SHEETS FOR ROOFING AND/OR THE WIND UPLIFT
<br />PRESSURES AS CALCULATED PER ASCE 7-
<br />10 WHICH EVER IS THE MORE STRINGENT.
<br />1.3.2 FIRE PERFORMANCE:
<br />1.3.2.1 MINIMUM REQUIREMENT: UNDERWRITERS LABORATORIES "CLASS C".
<br />1.3.2.2 FOR STORES LOCATED IN A FIRE DISTRICT PROVIDE UNDERWRITERS
<br />LABORATORIES
<br />"CLASS A".
<br />1.3.3 MATERIALS USED SHALL BE LISTED IN THE LATEST EDITION OF THE FACTORY
<br />MUTUAL
<br />APPROVAL GUIDE. CATEGORIES ARE:
<br />MEMBRANE MATERIALS
<br />INSULATION
<br />INSULATION FASTENERS
<br />STRESS PLATES
<br />STEEL DECK
<br />OTHER MATERIALS WHERE APPLICABLE
<br />1.4. SUBMITTALS:
<br />1.4.1 SUBMIT L01 IN ACCORDANCE WITH SECTION 01 33 00 SUBMITTAL
<br />PROCEDURES. THIS IS TO INDICATE INSTALLER'S UNDERSTANDING OF THE
<br />SPECIFIED ROOFING SYSTEMS, AND THE QUALIFICATIONS REQUIRED OF THE
<br />ROOFER.
<br />1.4.2 MATERIALS ON SITE: PROVIDE DOCUMENTS STATING THAT MATERIALS
<br />COMPLY WITH REQUIREMENTS, INCLUDING CERTIFICATES AND DELIVERY LOGS
<br />FOR BULK MATERIALS, AND RECORD ON FIELD TESTING FOR SOFTENING
<br />POINT, FLASH POINT, ETC, AND OTHER QUALITY
<br />CONTROL TESTING AS REQUIRED.
<br />1.5. QUALITY ASSURANCE
<br />1.5.1 INSTALLER (ROOFER):
<br />1.5.1.1 A SINGLE INSTALLER (ROOFER) SHALL PERFORM THE WORK OF
<br />THIS SECTION, THE EXTENT OF WHICH IS DESCRIBED ABOVE. ROOFER
<br />SHALL BE A FIRM SPECIALIZING IN BUILT-UP ROOFING SYSTEM WORK
<br />FOR AT LEAST 5 YEARS, AND BE CAPABLE OF SHOWING SUCCESSFUL
<br />INSTALLATIONS SIMILAR TO THE WORK REQUIRED FOR THIS PROJECT.
<br />1.5.1.2 THE INSTALLER SHALL BE ONE WHO IS APPROVED BY GAF/U.S.
<br />INTEC AS AN INSTALLER QUALIFIED TO PERFORM WORK ELIGIBLE FOR
<br />THE MANUFACTURER'S FIFTEEN YEAR NO DOLLAR LIMIT WARRANTY.
<br />1.5.1.3 THE INSTALLER SHALL BE ONE OF THE ROOFING CONTRACTORS
<br />APPROVED BY THE PUBLIX ROOFING STEERING TEAM AT THE TIME OF
<br />BIDDING. CONTACT THE REGIONAL PUBLIX CONSTRUCTION MANAGER FOR
<br />THE CURRENT APPROVED LIST.
<br />1.5.1.4 PROVIDE PRIMARY PRODUCTS, INCLUDING EACH TYPE OF ROOFING
<br />SHEET (FELT), BITUMEN, INSULATION, AND VAPOR FLOW RETARDER (IF
<br />ANY) PRODUCED OR PRIVATELY LABELED BY THE SAME SINGLE
<br />MANUFACTURER.
<br />1.5.1.5 PROVIDE SECONDARY PRODUCTS WHICH ARE ACCEPTABLE TO
<br />MANUFACTURER OF PRIMARY PRODUCTS.
<br />1.5.2 INSPECTIONS:
<br />1.5.2.1 PUBLIX CONSTRUCTION FIELD SUPERVISORS WILL VISIT THE SITE
<br />PERIODICALLY.
<br />1.5.2.2 NOTIFY ASR ASSOCIATES TEN DAYS BEFORE ANTICIPATED ROOF START.
<br />1.5.2.3 ASR'S INSPECTORS SHALL MAKE A MINIMUM OF THREE INSPECTIONS
<br />PER JOB.
<br />ASR'S REPRESENTATIVE HAS FULL AUTHORITY TO STOP ROOFING WORK
<br />IF CONDITIONS ARE NOT IN CONFORMANCE WITH MANUFACTURER'S
<br />REQUIREMENTS.
<br />1.5.3 WARRANTY:
<br />1.5.3.1 ALL WORK SHALL BE ACCOMPLISHED IN A MANNER TO BE ELIGIBLE FOR
<br />MANUFACTURER'S FIFTEEN YEAR NO -DOLLAR -LIMIT WARRANTY COVERAGE.
<br />1.5.3.2 WHILE MANUFACTURER'S TWENTY YEAR -NO -DOLLAR LIMIT
<br />WARRANTY IS NOT USUALLY REQUIRED, IT MAY BE FOR SOME
<br />PROJE TS. THE OWNER D VELOPER MUST EXPRESS THEIR INTENT TO
<br />C / E
<br />OBTAIN THE ROOF WARRANTY PRIOR TO THE PRE- ROOFING
<br />CONFERENCE.
<br />1.6. PRODUCT HANDLING
<br />1.6.1 GENERAL: HANDLE AND STORE ROOFING SYSTEM PRODUCTS IN A
<br />MANNER WHICH WILL ENSURE NO POSSIBILITY OF SIGNIFICANT MOISTURE
<br />PICK-UP. STORE IN A DRY, WELL VENTILATED, WATER- PROOF PLACE. DO
<br />NOT LEAVE UNPROTECTED MATERIALS ON ROOF OVERNIGHT. STORE ROLLS
<br />OF FELT AND OTHER SHEET GOODS ON END.
<br />1.6.2 WHEN MATERIALS ARE STORED OUTSIDE, THEY SHALL BE PLACED ON
<br />PLATFORMS THAT ARE RAISED OFF THE GROUND OR ROOF DECK, AND THEY
<br />SHALL BE COVERED WITH WATERPROOF COVERINGS. COVERINGS THAT ARE
<br />"BREATHABLE" (SUCH AS CANVAS) ARE PREFERRED.
<br />1.6.3 ROOFING MATERIALS SHALL BE DELIVERED TO THE JOB SITE JUST PRIOR
<br />TO ROOF INSTALLATION WHEN POSSIBLE OR STORED IN CLOSED VANS.
<br />1.6.4 ROOFING BITUMEN MAY BE STORED UNPROTECTED ON THE GROUND.
<br />HOWEVER, MOISTURE AND DIRT SHALL BE REMOVED FROM ROOFING BITUMEN
<br />BEFORE HEATING.
<br />1.6.5 ROOF LOADING: DO NOT STORE MATERIALS ON ROOF DECKS, NOR
<br />POSITION ROOFING INSTALLATION EQUIPMENT ON ROOF DECKS, IN
<br />CONCENTRATIONS EXCEEDING DESIGN LIVE LOADING.
<br />1.7. JOB CONDITIONS:
<br />1.7.1 PRE -ROOFING CONFERENCE:
<br />1.7.1.1 APPROXIMATELY FIVE WORKING DAYS PRIOR TO INSTALLATION OF
<br />ROOFING SYSTEM, MEET AT PROJECT SITE WITH INSTALLER (ROOFER),
<br />INSTALLERS OF SUBSTRATE CONSTRUCTION (DECKS)AND OTHER WORK
<br />ADJOINING ROOF SYSTEM INCLUDING PENETRATING WORK AND
<br />ROOF -TOP UNITS AND REPRESENTATIVES OF OTHER TRADES DIRECTLY
<br />CONCERNED WITH PERFORMANCE OF ROOFING SYSTEM, INCLUDING
<br />PUBLIX REPRESENTATIVE.
<br />1.7.1.2 REVIEW REQUIREMENTS (CONTRACT DOCUMENTS), SUBMITTALS,
<br />STATUS OF COORDINATING WORK, AVAILABILITY OF MATERIALS AND
<br />INSTALLATION FACILITIES, PROPOSED INSTALLATION SCHEDULE,
<br />REQUIREMENTS FOR INSPECTIONS AND TESTING OR CERTIFICATIONS,
<br />PROPOSED INSTALLATION PROCEDURES. RECORD DISCUSSION INCLUDING
<br />AGREEMENT OR DISAGREEMENT ON MATTERS OF SIGNIFICANCE.
<br />1.7.1.3 DISCUSS ROOFING SYSTEM PROTECTION REQUIREMENTS FOR
<br />CONSTRUCTION PERIOD EXTENDING BEYOND ROOFING INSTALLATION.
<br />1.7.1.4 FURNISH MINUTES OF MEETING TO EACH PARTICIPANT.
<br />1.7.2 WEATHER CONDITIONS: PROCEED WITH ROOFING SYSTEM INSTALLATION
<br />ONLY WHEN EXISTING AND FORECASTED WEATHER CONDITIONS ARE
<br />FAVORABLE AND WILL ALLOW WORK TO PROCEED IN ACCORDANCE WITH
<br />REQUIREMENTS AND RECOMMENDATIONS OF MANUFACTURERS OF PRIMARY
<br />ROOFING SYSTEM MATERIALS.
<br />1.8. TESTING BY PUBLIX REPRESENTATIVE
<br />1.8.1 AFTER SUBSTANTIAL COMPLETION, THE PUBLIX CONSULTANT WILL
<br />CONDUCT TESTING TO DETERMINE WATERTIGHTNESS OF ALL ROOFING
<br />ASSEMBLIES. IF, IN THE OPINION OF THE CONSULTANT, THE MOISTURE
<br />CONTENT OF AN ASSEMBLY IS TOO HIGH, THE CONTRACTOR SHALL REMOVE
<br />AND REPLACE ALL AFFECTED MATERIALS, AND TAKE ALL STEPS NECESSARY
<br />TO MAKE THE ASSEMBLY WATERTIGHT.
<br />1.8.2 TEST WHEN AMBIENT HUMIDITY IS LESS THAN 90%. ASSEMBLY SHALL CONTAIN
<br />LESS THAN
<br />8% MOISTURE BY WEIGHT.
<br />2. PRODUCTS
<br />2.1. ROOF INSULATION
<br />2.1.1 MAIN ROOF: INSULATION SHALL BE 4" ENERGY GUARD POLYISOCYANURATE
<br />ROOF
<br />INSULATION (2 LAYERS, STAGGERED PATTERN). EXCEPTION: STORES IN CLIMATE
<br />ZONE 2 AND
<br />HIGHER SHALL RECEIVE MINIMUM 5" ENERGY GUARD POLYISOCYANURATE ROOF
<br />INSULATION (UP TO 6" ROOF INSULATION MAY BE REQUIRED DUE TO
<br />BUILDING'S ORIENTATION AND/OR CLIMATE ZONE).
<br />2.1.2 OPEN DOCK CANOPY AND RISER ROOM: INSULATION SHALL BE
<br />1.5" ENERGY GUARD POLYISOCYANURATE ROOF INSULATION.
<br />2.2. ROOF INSULATION FASTENERS SHALL BE DRILL-TEC #14 PRE -ASSEMBLED FASTENERS
<br />WITH 3" METAL STRESS PLATES. LENGTH MUST BE SUFFICIENT TO PENETRATE TOP
<br />FLUTE OF METAL DECK BY 3/4".
<br />2.3. BUILT-UP ROOF MEMBRANE MATERIALS
<br />2.3.1 ROOF MEMBRANE (OVER STEEL DECK): THE FOLLOWING ARE THE
<br />APPROVED ROOFING MEMBRANES - ELIMINATOR, 3 PLY, TYPE IV (ASTM
<br />D-2178) FELTS, WHITE/LIGHT GRAY MINERAL -SURFACED POLYESTER
<br />REINFORCED SIBS MODIFIED BITUMEN CAP SHEET FULLY MOPPED WITH STEEP
<br />ASPHALT.
<br />GAF/U.S. INTEC SPEC #PRF - PP5TP - RI OR, FOR LOCATIONS
<br />REQUIRING A FIRE RATED CAP SHEET, #190 FR - PP5TP - RI.
<br />2.3.2 THERE ARE NO EXCEPTIONS OR SUBSTITUTIONS FOR APPROVED
<br />MEMBRANE OR SPECIFICATIONS.
<br />2.3.3 BITUMEN: STEEP ASPHALT COMPLYING WITH ASTM D-312-78, TYPE IV.
<br />2.3.4 BASE FLASHING ADHESIVE: MATRIX 201.
<br />2.3.5 BASE FLASHING (GRANULAR -SURFACED MODIFIED BITUMEN): SPECIFIED CAP
<br />SHEET
<br />2.3.6 ASPHALTIC CONCRETE PRIMER: COMPLY WITH ASTM D-41 -78 ON ALL
<br />EXPOSED MASORY SURFACES ABOVE ROOF LINE.
<br />2.3.7 PREFORMED EDGE STRIPS: RIGID ASPHALT IMPREGNATED ORGANIC FIBER
<br />INSULATION OR MOLDED PERLITE INSULATION, MOLDED TO FORM 3 1/2" X 3
<br />1/2" X 45 DEGREE POLYISOCYANURATE CANT STRIPS AND TAPERED EDGE
<br />STRIPS AS SHOWN TO RECEIVE ROOFING PLY -SHEET COURSES AND LIFT
<br />EDGES ABOVE MAIN ROOFING SURFACE.
<br />2.3.8 LEAD FLASHING: 2 1/2 LB. TO 4 LB. SHEET OF COMMON PIG LEAD.
<br />2.3.9 SEALANTS: ONE PART GUN GRADE URETHANE SEALANT, ASTM C920, TYPE
<br />S, GRADE NS, CLASS 25, USE A:
<br />BOSTIK "CHEM-CALK" 900
<br />PECORA "DYNATROL I" SONOLASTIC NP-1
<br />GAF "MAJOR SEAL"
<br />3. EXECUTION
<br />3.1. INSPECTION OF SUBSTRATE
<br />3.1.1 EXAMINE SUBSTRATE SURFACES TO RECEIVE BUILT-UP ROOFING SYSTEM
<br />AND ASSOCIATED WORK AND CONDITIONS UNDER WHICH ROOFING WILL BE
<br />INSTALLED. DO NOT PROCEED WITH ROOFING UNTIL UNSATISFACTORY
<br />CONDITIONS HAVE BEEN CORRECTED IN A MANNER ACCEPTABLE TO ROOFER.
<br />3.1.2 VERIFY THAT FLATNESS AND FASTENING OF METAL ROOF DECKS
<br />COMPLY WITH THE FOLLOWING:
<br />3.1.2.1 DECK FASTENING IN STRICT ADHERENCE TO FASTENING PATTERNS
<br />INDICATED IN THE
<br />CONTRACT DOCUMENTS.
<br />3.1.2.2 TOP FLANGES: NO CONCAVITY OR CONVEXITY IN EXCESS OF
<br />1/16" ACROSS ANY 3 ADJACENT FLANGES.
<br />3.1.2.3 SIDE LAPS: PROPERLY NESTED AND MECHANICALLY FASTENED.
<br />3.1.2.4 END LAPS: MINIMUM 2" LAPS LOCATED OVER AND FASTENED TO
<br />SUPPORTS.
<br />3.2. GENERAL INSTALLATION REQUIREMENTS:
<br />3.2.1 SEQUENCING OF WORK:
<br />3.2.1.1 COORDINATE THE INSTALLATION OF ALL BLOCKING AND GROUNDS
<br />REQUIRED FOR INSTALLATION OF ROOFING SYSTEM. INSURE THAT
<br />PROPER THICKNESS OF SOLID MATERIAL IS IN PLACE FOR USE.
<br />3.2.1.2 WHERE WALL FINISHES ARE TO BE INSTALLED AFTER THE
<br />INSTALLATION OF ROOFING OR SHEET METAL MATERIALS, INSURE THAT
<br />PROPER MEASURES ARE TAKEN TO PROVIDE SOLID SUPPORT AT ALL
<br />EDGES. (EXAMPLE: WHEN PLASTER OR EIFS FINISH IS TO BE APPLIED
<br />AFTER INSTALLATION OF COPING CAP.
<br />3.2.1.3 INSTALL INSULATION LAYERS WHEN STEEL DECK INSTALLATION HAS
<br />PROGRESSED TO A POINT WHICH WILL ALLOW UNINTERRUPTED ROOFING
<br />OPERATIONS.
<br />3.2.1.4 DRY -IN THE BUILDING WITH PLY -SHEET ASSEMBLY USING
<br />TEMPORARY WATER CUT- OFFS AS NECESSARY. PROVIDE TEMPORARY
<br />DETAILS AT CURBS, IN -PLACE PENETRATIONS, PARAPETS, ROOF EDGES,
<br />AND OTHER LOCATIONS WHERE WATER INTRUSION MAY BE EXPECTED.
<br />3.2.1.5 INSTALL ALL SHEET METAL EDGE TRIM, FLASHINGS, COPINGS,
<br />ETC. BEFORE INSTALLATION OF CAP SHEET. STRIP IN IMMEDIATELY.
<br />3.2.1.6 REPAIR DAMAGE TO IN -PLACE PLY -SHEET ASSEMBLY AS
<br />NECESSARY AS SOON AFTER INSTALLATION OF SHEET METAL WORK AS
<br />POSSIBLE. CLEAN THOROUGHLY. NOTIFY MANUFACTURER FOR PRE -CAP
<br />SHEET INSPECTION.
<br />3.2.1.7 INSTALL CAP SHEET OVER REPAIRED PLY -SHEET ASSEMBLY AS SOON
<br />AS POSSIBLE.
<br />USE TORCHES OR OTHER MEANS OF ASSURING TOTALLY DRY SURFACE AT
<br />TIME OF
<br />APPLICATION.
<br />3.2.1.8 MAXIMUM ELAPSED TIME OF BARE PLY -SHEET ASSEMBLY EXPOSURE
<br />ALLOWED IS
<br />30 DAYS. WHERE IT IS ANTICIPATED THAT CAP -SHEET INSTALLATION
<br />WILL BE DELAYED MORE THAN 30 DAYS, APPLY GLAZE COAT.
<br />3.2.1.9 ALL MODIFIED BITUMEN FLASHING SHALL BE TERMINATED WITH ITS
<br />ASSOCIATED TWO PIECE COUNTER FLASHING IMMEDIATELY AFTER
<br />INSTALLATION.
<br />3.2.2 COOPERATE WITH INSPECTION AND TEST AGENCIES ENGAGED OR
<br />REQUIRED TO PERFORM SERVICES IN CONNECTION WITH BUILT-UP ROOFING
<br />SYSTEM INSTALLATION.
<br />3.2.3 PROTECT OTHER WORK FROM SPILLAGE OF BUILT-UP ROOFING
<br />MATERIALS, AND PREVENT LIQUID MATERIALS FROM ENTERING OR CLOGGING
<br />DRAINS AND CONDUCTORS. REPLACE/RESTORE OTHER WORK DAMAGED BY
<br />INSTALLATION OF BUILT-UP ROOFING SYSTEM WORK.
<br />3.2.4 INSURANCE/CODE COMPLIANCE:
<br />3.2.4.1 INSTALL BUILT-UP ROOFING SYSTEM FOR (AND TEST WHERE
<br />REQUIRED TO SHOW) COMPLIANCE WITH GOVERNING REGULATIONS AND
<br />WITH THE REQUIREMENTS OF PART 1 OF THIS SECTION.
<br />3.2.4.2 PROVIDE ALL CONNECTORS, FASTENERS, ANCHOR STRAPS, AND
<br />OTHER ITEMS REQUIRED TO CONFORM TO INSURANCE REQUIREMENTS OF
<br />WIND -LOAD ZONE WHERE PROJECT IS LOCATED.
<br />3.2.4.3 SECURE CURBS AND OTHER OWNER SUPPLIED ITEMS WHICH
<br />PENETRATE THE ROOF MEMBRANE TO THE STRUCTURE TO RESIST
<br />FORCES REQUIRED OF THE REST OF THE SYSTEM.
<br />3.2.5 COORDINATE THE INSTALLATION OF INSULATION, ROOFING SHEETS,
<br />FLASHINGS, STRIPPING, COATINGS AND SURFACING, SO THAT INSULATION
<br />AND FELTS ARE NOT EXPOSED TO PRECIPITATION NOR EXPOSED
<br />OVERNIGHT.
<br />3.2.6 PROVIDE CUT-OFFS AT END OF EACH DAY'S WORK, TO COVER EXPOSED
<br />FELTS AND INSULATION WITH A COURSE OF COATED FELT WITH JOINTS AND
<br />EDGES SEALED WITH ROOFING CEMENT. REMOVE CUT-OFFS IMMEDIATELY
<br />BEFORE RESUMING WORK.
<br />3.2.7 ASPHALT BITUMEN HEATING: HEAT AND APPLY BITUMEN IN ACCORDANCE
<br />WITH EQUIVISCOUS TEMPERATURE METHOD ("EVT METHOD") AS RECOMMENDED
<br />BY NRCA. DO NOT RAISE TEMPERATURE ABOVE MINIMUM NORMAL
<br />FLUID -HOLDING TEMPERATURE NECESSARY TO ATTAIN EVT (+25 F OR +14 C,
<br />AT POINT OF APPLICATION) MORE THAN ONE HOUR PRIOR TO TIME OF
<br />APPLICATION. DISCARD BITUMEN WHICH HAS BEEN HELD AT TEMPERATURE
<br />EXCEEDING FINISHED BLOWING TEMPERATURE (FBT) FOR A PERIOD EXCEEDING
<br />3 HOURS. DETERMINE FLASH POINT, FINISHED BLOWING TEMPERATURE AND
<br />EVT OF BITUMEN EITHER BY INFORMATION FROM BITUMEN PRODUCER OR BY
<br />SUITABLE TESTS, AND DETERMINE MAXIMUM FIRE -SAFE HANDLING
<br />TEMPERATURE AND DO NOT EXCEED THAT TEMPERATURE IN HEATING BITUMEN;
<br />BUT IN NO CASE HEAT BITUMEN TO A
<br />TEMPERATURE HIGHER THAN 25 F (14 C) BELOW FLASH POINT.
<br />3.2.8 BITUMEN MOPPING WEIGHTS: FOR INTERPLY MOPPING, AND FOR OTHER
<br />MOPPING EXCEPT AS OTHERWISE INDICATED, APPLY BITUMEN AT AN AVERAGE
<br />RATE OF NOT LESS THAN 20 LBS. (+25% ON A TOTAL JOB AVERAGE BASIS)
<br />PER ROOF SQUARE.
<br />3.2.9 GLAZE COAT (WHEN REQUIRED FOR DELAYED CAP -SHEET INSTALLATION
<br />LONGER THAN 30 DAYS): OVER PLY SHEET ASSEMBLY, APPLY GLAZE COAT
<br />AT A RATE OF 10-12 LBS. PER ROOF SQUARE.
<br />3.2.10 SUBSTRATE JOINT PENETRATIONS: DO NOT ALLOW BITUMEN TO
<br />PENETRATE SUBSTRATE JOINTS AND ENTER BUILDING OR DAMAGE INSULATION.
<br />3.2.11 AT END OF EACH DAYS ROOFING INSTALLATION, PROTECT EXPOSED
<br />EDGE OF INCOMPLETE WORK, INCLUDING PLY SHEETS AND INSULATION.
<br />3.3. INSULATION INSTALLATION:
<br />3.3.1 GENERAL: COMPLY WITH INSULATION MANUFACTURERS' INSTRUCTIONS
<br />AND RECOMMENDATIONS FOR THE HANDLING, INSTALLATION, AND BONDING
<br />TO SUBSTRATE OF INSULATION.
<br />3.3.2 DO NOT APPLY HOT MATERIALS TO, OR REST HOT CONTAINERS ON
<br />INSULATION AT TEMPERATURES ABOVE THOSE RECOMMENDED BY
<br />INSULATION MANUFACTURERS.
<br />3.3.3 CUT TO FIT TIGHTLY AND NEATLY AROUND ALL OBSTRUCTIONS AND ROOF
<br />PENETRATIONS.
<br />3.3.4 LAY NO MORE INSULATION IN ONE DAY THAN CAN BE COVERED WITH
<br />ROOFING THAT SAME DAY.
<br />3.3.5 USE TAPERED INSULATION TO PROVIDE CRICKETS ON THE UP -ROOF SIDE OF
<br />ALL CURBS OVER
<br />2'-O" WIDE.
<br />3.3.6 FM 1-90 ASSEMBLIES: THE FOAM INSULATION PANELS SHALL BE
<br />MECHANICALLY ATTACHED TO METAL DECK, THROUGH THE GYPSUM BOARD( IF
<br />PRESENT), WITH FACTORY MUTUAL AND U.L. APPROVED FASTENERS, WITH ITS
<br />JOINTS STAGGERED. SUBSEQUENT LAYER(S), IF REQUIRED, SHALL BE FULLY
<br />SET, WITH THEIR JOINTS STAGGERED, IN HOT ASPHALT AT A NOMINAL RATE
<br />OF NO LESS THAN 30 LBS. PER 100 SQ FT. UNLESS GOVERNING CODES OR
<br />REGULATIONS REQUIRE TOTAL MECHANICAL ATTACHMENT. ATTACHMENT SHALL
<br />BE IN ACCORDANCE WITH U.L., FM., AND MANUFACTURERS RECOMMENDATIONS.
<br />3.3.7 FM 1-120 AND HIGHER ASSEMBLIES: THE FOAM INSULATION PANELS
<br />AND THE SUBSEQUENT LAYER(S) SHALL BE MECHANICALLY ATTACHED TO
<br />METAL DECK, THROUGH THE GYPSUM BOARD (IF PRESENT), WITH SPECIFIED
<br />FASTENERS. APPLY ALL LAYERS WITH JOINTS STAGGERED OVER LAYER
<br />BELOW. ATTACHMENT SHALL BE IN ACCORDANCE WITH U.L., FM., AND
<br />MANUFACTURERS RECOMMENDATIONS.
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