AMD 0005 - Technical Amendment 0007.pdf

NAVFAC ATLANTIC

TECHNICAL AMENDMENT 0007

Solicitation: N62470-19-D-5015 Title: PROJECT P7889 DENTAL CLINIC REPLACEMENT

MARINE CORPS RECRUIT DEPOT

PARRIS ISLAND – BEAUFORT, SC

Date: 09 April 2025

PROJECT TABLE OF CONTENTS

Add Section 07 42 13 METAL WALL PANELS to the Project Table of Contents

FROM:

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 15 02/11 LIST OF DRAWINGS

00 22 13.00 20 02/14, CHG 3: 11/18 SUPPLEMENTARY INSTRUCTIONS TO OFFERORS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 08/15, CHG 2: 08/21 SUMMARY OF WORK

01 14 00 11/11, CHG 14: 02/22 WORK RESTRICTIONS

01 20 00 11/20, CHG 2: 08/21 PRICE AND PAYMENT PROCEDURES

01 30 00 11/20, CHG 2: 05/22 ADMINISTRATIVE REQUIREMENTS

01 31 23.13 20 05/17, CHG 7: 11/21 ELECTRONIC CONSTRUCTION AND FACILITY

SUPPORT CONTRACT MANAGEMENT SYSTEM

01 32 17.00 20 05/18, CHG 3: 08/20 COST-LOADED NETWORK ANALYSIS SCHEDULES

(NAS)

01 33 00 08/18, CHG 4: 02/21 SUBMITTAL PROCEDURES

01 33 29 02/21 SUSTAINABILITY REQUIREMENTS AND

REPORTING

01 35 26 11/20, CHG 3: 02/22 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 02/19 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 20 11/11, CHG 8: 02/21 QUALITY CONTROL

01 45 35 11/20 SPECIAL INSPECTIONS

01 50 00 11/20, CHG 1: 08/21 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS

01 57 19 11/15, CHG 5: 08/21 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 19.01 20 11/15, CHG 5: 08/21 SUPPLEMENTAL TEMPORARY ENVIRONMENTAL

CONTROLS

01 58 00 08/19, CHG 4: 05/22 PROJECT IDENTIFICATION

01 74 19 02/19, CHG 3: 11/21 CONSTRUCTION WASTE MANAGEMENT AND

DISPOSAL

01 78 00 05/19, CHG 1: 08/21 CLOSEOUT SUBMITTALS

01 78 23 08/15, CHG 2: 08/21 OPERATION AND MAINTENANCE DATA

01 78 24.00 20 02/15, CHG 3: 08/21 FACILITY ELECTRONIC OPERATION AND

MAINTENANCE SUPPORT INFORMATION (eOMSI)

01 91 00.15 20 02/21, CHG 1: 05/21 TOTAL BUILDING COMMISSIONING

DIVISION 02 - EXISTING CONDITIONS

02 41 00 08/22 DEMOLITION

02 81 00 11/18 TRANSPORTATION AND DISPOSAL OF

HAZARDOUS MATERIALS

02 82 00 11/18 ASBESTOS REMEDIATION

02 83 00 11/18 LEAD REMEDIATION

02 84 16 05/20 HANDLING OF LIGHTING BALLASTS AND

LAMPS CONTAINING PCBs AND MERCURY

02 84 33 05/20 REMOVAL AND DISPOSAL OF

POLYCHLORINATED BIPHENYLS (PCBs)

DIVISION 03 – CONCRETE

03 30 00 02/19, CHG 3: 11/21 CAST-IN-PLACE CONCRETE

03 45 33 05/16, CHG 1: 11/21 PLANT PRECAST STRUCTURAL CONCRETE

DIVISION 04 – MASONRY

04 20 00 11/15, CHG 2: 05/19 UNIT MASONRY

DIVISION 05 – METALS

05 05 23.13 10 08/18 ULTRASONIC INSPECTION OF WELDMENTS

05 05 23.16 08/18 STRUCTURAL WELDING

05 12 00 08/18, CHG 2: 05/21 STRUCTURAL STEEL

05 30 00 05/15, CHG 2: 08/18 STEEL DECKS

05 40 00 05/15, CHG 1: 08/18 COLD-FORMED METAL FRAMING

05 50 13 05/17, CHG 1: 08/18 MISCELLANEOUS METAL FABRICATIONS

05 51 00 02/17, CHG 1: 05/17 METAL STAIRS

05 51 33 02/16, CHG 2: 02/18 METAL LADDERS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 08/16, CHG 2: 11/18 ROUGH CARPENTRY

06 41 16.00 10 08/10, CHG 1: 11/18 PLASTIC-LAMINATE-CLAD ARCHITECTURAL

CABINETS

06 61 16 08/20 SOLID SURFACING FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 05 23 08/19 PRESSURE TESTING AN AIR BARRIER SYSTEM

FOR AIR TIGHTNESS

07 13 53 02/16, CHG 1: 08/17 ELASTOMERIC SHEET WATERPROOFING

07 14 00 02/12, CHG 2: 02/18 FLUID-APPLIED WATERPROOFING

07 21 13 02/16, CHG 2: 08/20 BOARD AND BLOCK INSULATION

07 21 16 11/11, CHG 4: 08/18 MINERAL FIBER BLANKET INSULATION

07 22 00 02/16, CHG 3: 11/18 ROOF AND DECK INSULATION

07 27 10.00 10 08/19, CHG 1: 02/20 BUILDING AIR BARRIER SYSTEM

07 27 26 05/17, CHG 2: 08/20 FLUID-APPLIED MEMBRANE AIR BARRIERS

07 52 00 05/12, CHG 5: 11/19 MODIFIED BITUMINOUS MEMBRANE ROOFING

07 60 00 05/17, CHG 2: 11/18 FLASHING AND SHEET METAL

07 81 00 02/11 SPRAY-APPLIED FIREPROOFING

07 84 00 05/10, CHG 1: 08/13 FIRESTOPPING

07 92 00 08/16, CHG 3: 11/18 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 08/20 STEEL DOORS AND FRAMES

08 14 00 08/16, CHG 1: 08/18 WOOD DOORS

08 33 13 05/09, CHG 2: 11/12 COILING COUNTER DOORS

08 42 29 AUTOMATIC ENTRANCES

08 44 00 05/19 CURTAIN WALL AND GLAZED ASSEMBLIES

08 71 00 02/16, CHG 4: 02/22 DOOR HARDWARE

08 81 00 05/19 GLAZING

08 91 00 08/20 METAL WALL LOUVERS

DIVISION 09 - FINISHES

09 22 00 02/10, CHG 2: 08/18 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 08/16, CHG 4: 02/20 GYPSUM BOARD

09 30 10 08/20 CERAMIC TILING

09 51 00 08/20 ACOUSTICAL CEILINGS

09 65 00 08/10, CHG 3: 08/18 RESILIENT FLOORING

09 66 23 08/16, CHG 1: 08/18 RESINOUS MATRIX TERRAZZO FLOORING

09 68 00 11/17, CHG 2: 08/20 CARPETING

09 90 00 02/21 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 14 00.10 08/17, CHG 1: 11/18 EXTERIOR SIGNAGE

10 14 00.20 08/20 INTERIOR SIGNAGE

10 21 13 08/20 TOILET COMPARTMENTS

10 22 39 08/20 FOLDING PANEL PARTITIONS

10 28 13 08/20 TOILET ACCESSORIES

10 44 16 11/19 FIRE EXTINGUISHERS

10 99 00 MISCELLANEOUS BUILDING SPECIALTIES

DIVISION 11 - EQUIPMENT

11 70 00 11 71 00

05/20 05/20

GENERAL REQUIREMENTS FOR MEDICAL AND

DENTAL EQUIPMENT

STERILIZERS AND ASSOCIATED EQUIPMENT

11 72 13 05/20 MEDICAL AND DENTAL EQUIPMENT

DIVISION 12 - FURNISHINGS

12 24 13 08/20 ROLLER WINDOW SHADES

12 35 70 08/16, CHG 2: 11/18 HEALTHCARE CASEWORK

12 36 00 08/18, CHG 2: 08/18 COUNTERTOPS

12 48 13 08/17 ENTRANCE FLOOR MATS AND FRAMES

DIVISION 13 - SPECIAL CONSTRUCTION

13 48 73 05/22 SEISMIC CONTROL FOR MISCELLANEOUS

EQUIPMENT

13 49 10 11/20 X-RAY SHIELDING

DIVISION 14 - CONVEYING EQUIPMENT

14 24 23 05/16 HYDRAULIC PASSENGER ELEVATORS

DIVISION 21 - FIRE SUPPRESSION

21 13 13 08/20 WET PIPE SPRINKLER SYSTEMS, FIRE

PROTECTION

DIVISION 22 – PLUMBING

22 00 70 05/20 PLUMBING FOR HEALTHCARE FACILITIES

22 60 70 05/20 GAS AND VACUUM SYSTEMS FOR HEALTHCARE

FACILITIES

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 05 15 02/14 COMMON PIPING & HYDRONIC SPECIALTIES

FOR HVAC

23 05 48.19 05/18, CHG 2: 08/20 SEISMIC BRACING FOR HVAC

23 05 93 11/15 TESTING, ADJUSTING, AND BALANCING FOR

HVAC

23 07 00 02/13 THERMAL INSULATION FOR MECHANICAL

SYSTEMS

23 09 00 02/19 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 13 11/15 INSTRUMENTATION AND CONTROL DEVICES

FOR HVAC

23 09 23.02 02/19 BACNET DIRECT DIGITAL CONTROL FOR HVAC

AND OTHER BUILDING CONTROL SYSTEMS

23 11 20 05/20 FACILITY GAS PIPING

23 21 23 08/17 HYDRONIC PUMPS

23 22 26.00 20 02/10, CHG 1: 05/15 STEAM SYSTEM

23 30 00 05/20, CHG 1: 02/22 HVAC AIR DISTRIBUTION

23 64 10 11/16 WATER CHILLERS, VAPOR COMPRESSION TYPE

23 64 26 08/09 HEATING HOT WATER AND CHILLED WATER

PIPING SYSTEMS

23 81 00 05/18, CHG 1: 02/21 DECENTRALIZED UNITARY HVAC EQUIPMENT

DIVISION 25 - INTEGRATED AUTOMATION

25 05 11.01 05/21 CYBERSECURITY FOR HVAC DDC

25 05 11.02 05/21 CYBERSECURITY FOR ELECTRONIC SECURITY

SYSTEM

25 05 11.03 05/21 CYBERSECURITY FOR FIRE DETECTION AND

ALARM SYSTEM

25 05 11.04 05/21 CYBERSECURITY FOR LIGHTING CONTROL

SYSTEM

25 05 11.05 05/21 CYBERSECURITY FOR NURSE CALL SYSTEM

25 05 11.06 05/21 CYBERSECURITY FOR UTILITY MONITORING

CONTROL SYSTEM

25 05 11.07 05-21 CYBERSECURITY FOR PUBLIC ADDRESS

CONTROL SYSTEM

25 08 10 05/21 UTILITY MONITORING AND CONTROL SYSTEM

TESTING

25 08 11.00 20 11/20 RISK MANAGEMENT FRAMEWORK FOR MCRD

PARRIS ISLAND - DENTIAL CLINIC

REPLACEMENT FACILITY-RELATED CONTROL

SYSTEMS

DIVISION 26 - ELECTRICAL

26 05 48.00 10 10/07 SEISMIC PROTECTION FOR ELECTRICAL

EQUIPMENT

26 08 00 11/21 APPARATUS INSPECTION AND TESTING

26 12 19.10 05/19, CHG 1: 11/19 THREE-PHASE, LIQUID-FILLED PAD-MOUNTED

TRANSFORMERS

26 20 00 08/19, CHG 3: 11/21 INTERIOR DISTRIBUTION SYSTEM

26 23 00 05/15, CHG 2: 11/19 LOW-VOLTAGE SWITCHGEAR

26 27 14.00 20 02/21, CHG 1: 05/21 ELECTRICITY METERING

26 28 01.00 10 08/21 COORDINATED POWER SYSTEM PROTECTION

26 31 00 11/21 FACILITY-SCALE SOLAR PHOTOVOLTAIC (PV)

SYSTEMS

26 32 15.00 05/20 ENGINE-GENERATOR SET STATIONARY

15-2500 KW, WITH AUXILIARIES

26 36 23 05/20, CHG 1: 08/21 AUTOMATIC TRANSFER SWITCHES AND

BY-PASS/ISOLATION SWITCH

26 41 00 11/13 LIGHTNING PROTECTION SYSTEM

26 51 00 05/20, CHG 2: 11/21 INTERIOR LIGHTING

26 56 00 08/21 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 05 13.43 05/20 TELEVISION DISTRIBUTION SYSTEM

27 10 00 08/11 BUILDING TELECOMMUNICATIONS CABLING

SYSTEM

27 51 16 05/20, CHG 1: 05/22 PUBLIC ADDRESS SYSTEMS

27 51 23 11/21 INTERCOMMUNICATION SYSTEM

27 52 24 11/20 NURSE CALL SYSTEM

27 53 19.13 05/20 FIRST RESPONDER DISTRIBUTED ANTENNAE

SYSTEMS (DAS)

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 08 10 28 10 05

05/16 05/16

ELECTRONIC SECURITY SYSTEM ACCEPTANCE

TESTING

ELECTRONIC SECURITY SYSTEMS (ESS)

28 31 76 08/20 INTERIOR FIRE ALARM AND MASS

NOTIFICATION SYSTEM, ADDRESSABLE

DIVISION 31 - EARTHWORK

31 23 00.00 20 02/11, CHG 2: 08/15 EXCAVATION AND FILL

31 31 16.13 08/22 CHEMICAL TERMITE CONTROL

31 62 50 11/20, CHG 1: 05/22 DENSIFIED AGGREGATE PIERS

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 19.61 11/19 SEALING OF JOINTS IN RIGID PAVEMENT

32 05 33 08/17 LANDSCAPE ESTABLISHMENT

32 11 23 05/22 AGGREGATE BASE COURSE FOR FLEXIBLE

PAVING AND RIGID PAVEMENT

32 12 13 05/17 BITUMINOUS TACK AND PRIME COATS

32 12 16.16 11/20 ROAD-MIX ASPHALT PAVING

32 13 13.06 05/20 PORTLAND CEMENT CONCRETE PAVEMENT FOR

SITE FACILITIES

32 14 13.13 11/19 INTERLOCKING PRECAST PERVIOUS CONCRETE

UNIT PAVING

32 16 19 05/18 CONCRETE CURBS, GUTTERS AND SIDEWALKS

32 17 23 08/16, CHG 5: 11/18 PAVEMENT MARKINGS

32 84 24 08/11 TEMPORARY IRRIGATION SPRINKLER SYSTEMS

32 92 23 04/06 SODDING

32 93 00 08/17, CHG 1: 08/21 EXTERIOR PLANTS

DIVISION 33 - UTILITIES

33 40 00 11/21 STORMWATER UTILITIES

33 61 13.13 02/16 PREFABRICATED UNDERGROUND HYDRONIC

ENERGY DISTRIBUTION

33 63 23 04/06 EXTERIOR ABOVEGROUND STEAM DISTRIBUTION

33 71 02 08/21 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 04/06 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

DIVISION 40 - PROCESS INTERCONNECTIONS

40 17 30.00 40 05/16 WELDING GENERAL PIPING

-- End of Project Table of Contents –

TO:

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 15 02/11 LIST OF DRAWINGS

00 22 13.00 20 02/14, CHG 3: 11/18 SUPPLEMENTARY INSTRUCTIONS TO OFFERORS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 08/15, CHG 2: 08/21 SUMMARY OF WORK

01 14 00 11/11, CHG 14: 02/22 WORK RESTRICTIONS

01 20 00 11/20, CHG 2: 08/21 PRICE AND PAYMENT PROCEDURES

01 30 00 11/20, CHG 2: 05/22 ADMINISTRATIVE REQUIREMENTS

01 31 23.13 20 05/17, CHG 7: 11/21 ELECTRONIC CONSTRUCTION AND FACILITY

SUPPORT CONTRACT MANAGEMENT SYSTEM

01 32 17.00 20 05/18, CHG 3: 08/20 COST-LOADED NETWORK ANALYSIS SCHEDULES

(NAS)

01 33 00 08/18, CHG 4: 02/21 SUBMITTAL PROCEDURES

01 33 29 02/21 SUSTAINABILITY REQUIREMENTS AND

REPORTING

01 35 26 11/20, CHG 3: 02/22 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 02/19 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 20 11/11, CHG 8: 02/21 QUALITY CONTROL

01 45 35 11/20 SPECIAL INSPECTIONS

01 50 00 11/20, CHG 1: 08/21 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS

01 57 19 11/15, CHG 5: 08/21 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 19.01 20 11/15, CHG 5: 08/21 SUPPLEMENTAL TEMPORARY ENVIRONMENTAL

CONTROLS

01 58 00 08/19, CHG 4: 05/22 PROJECT IDENTIFICATION

01 74 19 02/19, CHG 3: 11/21 CONSTRUCTION WASTE MANAGEMENT AND

DISPOSAL

01 78 00 05/19, CHG 1: 08/21 CLOSEOUT SUBMITTALS

01 78 23 08/15, CHG 2: 08/21 OPERATION AND MAINTENANCE DATA

01 78 24.00 20 02/15, CHG 3: 08/21 FACILITY ELECTRONIC OPERATION AND

MAINTENANCE SUPPORT INFORMATION (eOMSI)

01 91 00.15 20 02/21, CHG 1: 05/21 TOTAL BUILDING COMMISSIONING

DIVISION 02 - EXISTING CONDITIONS

02 41 00 08/22 DEMOLITION

02 81 00 11/18 TRANSPORTATION AND DISPOSAL OF

HAZARDOUS MATERIALS

02 82 00 11/18 ASBESTOS REMEDIATION

02 83 00 11/18 LEAD REMEDIATION

02 84 16 05/20 HANDLING OF LIGHTING BALLASTS AND

LAMPS CONTAINING PCBs AND MERCURY

02 84 33 05/20 REMOVAL AND DISPOSAL OF

POLYCHLORINATED BIPHENYLS (PCBs)

DIVISION 03 – CONCRETE

03 30 00 02/19, CHG 3: 11/21 CAST-IN-PLACE CONCRETE

03 45 33 05/16, CHG 1: 11/21 PLANT PRECAST STRUCTURAL CONCRETE

DIVISION 04 – MASONRY

04 20 00 11/15, CHG 2: 05/19 UNIT MASONRY

DIVISION 05 – METALS

05 23.13 10 08/18 ULTRASONIC INSPECTION OF WELDMENTS

05 05 23.16 08/18 STRUCTURAL WELDING

05 12 00 08/18, CHG 2: 05/21 STRUCTURAL STEEL

05 30 00 05/15, CHG 2: 08/18 STEEL DECKS

05 40 00 05/15, CHG 1: 08/18 COLD-FORMED METAL FRAMING

05 50 13 05/17, CHG 1: 08/18 MISCELLANEOUS METAL FABRICATIONS

05 51 00 02/17, CHG 1: 05/17 METAL STAIRS

05 51 33 02/16, CHG 2: 02/18 METAL LADDERS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 08/16, CHG 2: 11/18 ROUGH CARPENTRY

06 41 16.00 10 08/10, CHG 1: 11/18 PLASTIC-LAMINATE-CLAD ARCHITECTURAL

CABINETS

06 61 16 08/20 SOLID SURFACING FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 05 23 08/19 PRESSURE TESTING AN AIR BARRIER SYSTEM

FOR AIR TIGHTNESS

07 13 53 02/16, CHG 1: 08/17 ELASTOMERIC SHEET WATERPROOFING

07 14 00 02/12, CHG 2: 02/18 FLUID-APPLIED WATERPROOFING

07 21 13 02/16, CHG 2: 08/20 BOARD AND BLOCK INSULATION

07 21 16 11/11, CHG 4: 08/18 MINERAL FIBER BLANKET INSULATION

07 22 00 02/16, CHG 3: 11/18 ROOF AND DECK INSULATION

07 27 10.00 10 08/19, CHG 1: 02/20 BUILDING AIR BARRIER SYSTEM

07 27 26 05/17, CHG 2: 08/20 FLUID-APPLIED MEMBRANE AIR BARRIERS

07 41 13 05/11, CHG 4: 02/21 METAL ROOF PANELS

07 42 13 05/11, CHG 2: 02/18 METAL WALL PANELS

07 52 00 05/12, CHG 5: 11/19 MODIFIED BITUMINOUS MEMBRANE ROOFING

07 60 00 05/17, CHG 2: 11/18 FLASHING AND SHEET METAL

07 81 00 02/11 SPRAY-APPLIED FIREPROOFING

07 84 00 05/10, CHG 1: 08/13 FIRESTOPPING

07 92 00 08/16, CHG 3: 11/18 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 08/20 STEEL DOORS AND FRAMES

08 14 00 08/16, CHG 1: 08/18 WOOD DOORS

08 33 13 05/09, CHG 2: 11/12 COILING COUNTER DOORS

08 42 29 AUTOMATIC ENTRANCES

08 44 00 05/19 CURTAIN WALL AND GLAZED ASSEMBLIES

08 71 00 02/16, CHG 4: 02/22 DOOR HARDWARE

08 81 00 05/19 GLAZING

08 91 00 08/20 METAL WALL LOUVERS

DIVISION 09 - FINISHES

09 22 00 02/10, CHG 2: 08/18 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 08/16, CHG 4: 02/20 GYPSUM BOARD

09 30 10 08/20 CERAMIC TILING

09 51 00 08/20 ACOUSTICAL CEILINGS

09 65 00 08/10, CHG 3: 08/18 RESILIENT FLOORING

09 66 23 08/16, CHG 1: 08/18 RESINOUS MATRIX TERRAZZO FLOORING

09 68 00 11/17, CHG 2: 08/20 CARPETING

09 90 00 02/21 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 14 00.10 08/17, CHG 1: 11/18 EXTERIOR SIGNAGE

10 14 00.20 08/20 INTERIOR SIGNAGE

10 21 13 08/20 TOILET COMPARTMENTS

10 22 39 08/20 FOLDING PANEL PARTITIONS

10 28 13 08/20 TOILET ACCESSORIES

10 44 16 11/19 FIRE EXTINGUISHERS

10 99 00 MISCELLANEOUS BUILDING SPECIALTIES

DIVISION 11 - EQUIPMENT

11 70 00 11 71 00

05/20 05/20

GENERAL REQUIREMENTS FOR MEDICAL AND

DENTAL EQUIPMENT

STERILIZERS AND ASSOCIATED EQUIPMENT

11 72 13 05/20 MEDICAL AND DENTAL EQUIPMENT

DIVISION 12 - FURNISHINGS

12 24 13 08/20 ROLLER WINDOW SHADES

12 35 70 08/16, CHG 2: 11/18 HEALTHCARE CASEWORK

12 36 00 08/18, CHG 2: 08/18 COUNTERTOPS

12 48 13 08/17 ENTRANCE FLOOR MATS AND FRAMES

DIVISION 13 - SPECIAL CONSTRUCTION

13 48 73 05/22 SEISMIC CONTROL FOR MISCELLANEOUS

EQUIPMENT

13 49 10 11/20 X-RAY SHIELDING

DIVISION 14 - CONVEYING EQUIPMENT

14 24 23 05/16 HYDRAULIC PASSENGER ELEVATORS

DIVISION 21 - FIRE SUPPRESSION

21 13 13 08/20 WET PIPE SPRINKLER SYSTEMS, FIRE

PROTECTION

DIVISION 22 – PLUMBING

22 00 70 05/20 PLUMBING FOR HEALTHCARE FACILITIES

22 60 70 05/20 GAS AND VACUUM SYSTEMS FOR HEALTHCARE

FACILITIES

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 05 15 02/14 COMMON PIPING & HYDRONIC SPECIALTIES

FOR HVAC

23 05 48.19 05/18, CHG 2: 08/20 SEISMIC BRACING FOR HVAC

23 05 93 11/15 TESTING, ADJUSTING, AND BALANCING FOR

HVAC

23 07 00 02/13 THERMAL INSULATION FOR MECHANICAL

SYSTEMS

23 09 00 02/19 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 13 11/15 INSTRUMENTATION AND CONTROL DEVICES

FOR HVAC

23 09 23.02 02/19 BACNET DIRECT DIGITAL CONTROL FOR HVAC

AND OTHER BUILDING CONTROL SYSTEMS

23 11 20 05/20 FACILITY GAS PIPING

23 21 23 08/17 HYDRONIC PUMPS

23 22 26.00 20 02/10, CHG 1: 05/15 STEAM SYSTEM

23 30 00 05/20, CHG 1: 02/22 HVAC AIR DISTRIBUTION

23 64 10 11/16 WATER CHILLERS, VAPOR COMPRESSION TYPE

23 64 26 08/09 HEATING HOT WATER AND CHILLED WATER

PIPING SYSTEMS

23 81 00 05/18, CHG 1: 02/21 DECENTRALIZED UNITARY HVAC EQUIPMENT

DIVISION 25 - INTEGRATED AUTOMATION

25 05 11.01 05/21 CYBERSECURITY FOR HVAC DDC

25 05 11.02 05/21 CYBERSECURITY FOR ELECTRONIC SECURITY

SYSTEM

25 05 11.03 05/21 CYBERSECURITY FOR FIRE DETECTION AND

ALARM SYSTEM

25 05 11.04 05/21 CYBERSECURITY FOR LIGHTING CONTROL

SYSTEM

25 05 11.05 05/21 CYBERSECURITY FOR NURSE CALL SYSTEM

25 05 11.06 05/21 CYBERSECURITY FOR UTILITY MONITORING

CONTROL SYSTEM

25 05 11.07 05-21 CYBERSECURITY FOR PUBLIC ADDRESS

CONTROL SYSTEM

25 08 10 05/21 UTILITY MONITORING AND CONTROL SYSTEM

TESTING

25 08 11.00 20 11/20 RISK MANAGEMENT FRAMEWORK FOR MCRD

PARRIS ISLAND - DENTIAL CLINIC

REPLACEMENT FACILITY-RELATED CONTROL

SYSTEMS

DIVISION 26 - ELECTRICAL

26 05 48.00 10 10/07 SEISMIC PROTECTION FOR ELECTRICAL

EQUIPMENT

26 08 00 11/21 APPARATUS INSPECTION AND TESTING

26 12 19.10 05/19, CHG 1: 11/19 THREE-PHASE, LIQUID-FILLED PAD-MOUNTED

TRANSFORMERS

26 20 00 08/19, CHG 3: 11/21 INTERIOR DISTRIBUTION SYSTEM

26 23 00 05/15, CHG 2: 11/19 LOW-VOLTAGE SWITCHGEAR

26 27 14.00 20 02/21, CHG 1: 05/21 ELECTRICITY METERING

26 28 01.00 10 08/21 COORDINATED POWER SYSTEM PROTECTION

26 31 00 11/21 FACILITY-SCALE SOLAR PHOTOVOLTAIC (PV)

SYSTEMS

26 32 15.00 05/20 ENGINE-GENERATOR SET STATIONARY

15-2500 KW, WITH AUXILIARIES

26 36 23 05/20, CHG 1: 08/21 AUTOMATIC TRANSFER SWITCHES AND

BY-PASS/ISOLATION SWITCH

26 41 00 11/13 LIGHTNING PROTECTION SYSTEM

26 51 00 05/20, CHG 2: 11/21 INTERIOR LIGHTING

26 56 00 08/21 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 05 13.43 05/20 TELEVISION DISTRIBUTION SYSTEM

27 10 00 08/11 BUILDING TELECOMMUNICATIONS CABLING

SYSTEM

27 51 16 05/20, CHG 1: 05/22 PUBLIC ADDRESS SYSTEMS

27 51 23 11/21 INTERCOMMUNICATION SYSTEM

27 52 24 11/20 NURSE CALL SYSTEM

27 53 19.13 05/20 FIRST RESPONDER DISTRIBUTED ANTENNAE

SYSTEMS (DAS)

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 08 10 28 10 05

05/16 05/16

ELECTRONIC SECURITY SYSTEM ACCEPTANCE

TESTING

ELECTRONIC SECURITY SYSTEMS (ESS)

28 31 76 08/20 INTERIOR FIRE ALARM AND MASS

NOTIFICATION SYSTEM, ADDRESSABLE

DIVISION 31 - EARTHWORK

31 23 00.00 20 02/11, CHG 2: 08/15 EXCAVATION AND FILL

31 31 16.13 08/22 CHEMICAL TERMITE CONTROL

31 62 50 11/20, CHG 1: 05/22 DENSIFIED AGGREGATE PIERS

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 19.61 11/19 SEALING OF JOINTS IN RIGID PAVEMENT

32 05 33 08/17 LANDSCAPE ESTABLISHMENT

32 11 23 05/22 AGGREGATE BASE COURSE FOR FLEXIBLE

PAVING AND RIGID PAVEMENT

32 12 13 05/17 BITUMINOUS TACK AND PRIME COATS

32 12 16.16 11/20 ROAD-MIX ASPHALT PAVING

32 13 13.06 05/20 PORTLAND CEMENT CONCRETE PAVEMENT FOR

SITE FACILITIES

32 14 13.13 11/19 INTERLOCKING PRECAST PERVIOUS CONCRETE

UNIT PAVING

32 16 19 05/18 CONCRETE CURBS, GUTTERS AND SIDEWALKS

32 17 23 08/16, CHG 5: 11/18 PAVEMENT MARKINGS

32 84 24 08/11 TEMPORARY IRRIGATION SPRINKLER SYSTEMS

32 92 23 04/06 SODDING

32 93 00 08/17, CHG 1: 08/21 EXTERIOR PLANTS

DIVISION 33 - UTILITIES

33 40 00 11/21 STORMWATER UTILITIES

33 61 13.13 02/16 PREFABRICATED UNDERGROUND HYDRONIC

ENERGY DISTRIBUTION

33 63 23 04/06 EXTERIOR ABOVEGROUND STEAM DISTRIBUTION

33 71 02 08/21 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 04/06 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

DIVISION 40 - PROCESS INTERCONNECTIONS

40 17 30.00 40 05/16 WELDING GENERAL PIPING

-- End of Project Table of Contents --

SECTION 01 14 00 – WORK RESTRICTIONS

Paragraph 1.3.2 Working Hours

Regular working hours will consist of an 8 1/2 hour period established by the Contracting Officer, between 7 a.m. and 3:30 p.m., Monday through Friday, excluding Government holidays.

Working hours are further restricted for noise generating activities such as demolition, pile driving, jack hammering, jack and boring, large construction vehicles leaving and entering the site, large air compressors or generators running, etc., are not permitted on recruit graduation weeks. These restrictions will be in effect all day Thursday until noon on Friday on graduation weeks. Graduations occur approximately 44 weeks per year.

TO:

Regular working hours will consist of an 8 ½ up to a 10 hour period established by the Contracting Officer, between 6 a.m. and 6 p.m., Monday through Friday, excluding Government holidays.

Working hours are further restricted for noise generating activities such as demolition, pile driving, jack hammering, jack and boring, large construction vehicles leaving and entering the site, large air compressors or generators running, etc., are not permitted on recruit graduation weeks. These restrictions will be in effect all day Thursday until noon on Friday Thursday and Friday from 7:00 am to 11:00 am on graduation weeks. Graduations occur approximately 44 weeks per year.

Paragraph 1.3.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval. Make application 15 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work must be lighted in a manner approved by the Contracting Officer.

Make utility cutovers after normal working hours or on Saturdays, Sundays, and Government holidays unless directed otherwise.

TO:

Work outside regular working hours requires Contracting Officer approval. Make application 15 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work must be lighted in a manner approved by the Contracting Officer.

Make utility cutovers after normal working hours or on Saturdays, Sundays, and Government holidays unless directed otherwise.

Saturday work requests will be restricted for noise generating activities such as demolition, pile driving, jack hammering, jack and boring, large construction vehicles leaving and entering the site, large air compressors or generators running, etc., from 7:30 am to 8:30 am on weeks of a Crucible due to the Eagle Globe and Anchor presentation ceremony. There are approximately 40 Eagle Globe and Anchor presentation ceremonies per year.

SUBMITTAL REGISTER

Revise Submittal Register (Attached) to include submittals from 07 42 13

SECTION 05 30 00 – STEEL DECKS

Paragraph 2.1.2 Composite Deck

FROM:

Conform to ASTM A653/A653M or ASTM A1008/A1008M for composite deck assembly.

Fabricate deck used as the tension reinforcing in composite deck of the steel design thickness required by the design drawings. Zinc-coat in conformance with ASTM A653/A653M, G60 coating class.

TO:

Conform to ASTM A653/A653M or ASTM A1008/A1008M for composite deck assembly.

Fabricate deck used as the tension reinforcing in composite deck of the steel design thickness required by the design drawings. Zinc-coat in conformance with ASTM A653/A653M, G60 G90 coating class.

SECTION 07 42 13 METAL WALL PANELS

Add new Section 07 42 13 in its entirety (Attached)

SECTION 07 60 00 FLASHING AND SHEET METAL

Paragraph 3.1.16.1 Terminations

Neatly fit into the drainage connection the downspouts terminating in drainage lines and fill the joints with a portland cement mortar cap sloped away from the downspout. Provide downspouts terminating in splash blocks with elbow-type fittings. Provide splash pans as specified.

TO:

Neatly fit into the drainage connection the downspouts terminating in drainage lines and fill the joints with a portland cement mortar cap sloped away from the downspout. Provide downspouts terminating in splash blocks with elbow-type fittings. Provide concrete splash blocks at all locations not indicated to terminate in drainage lines. Provide splash pans as specified.

SECTION 08 91 00 METAL WALL LOUVERS

Paragraph 2.2 METAL WALL LOUVERS

FROM:

Wind driven rain resistant type, with bird screens, filter frames, and made to withstand the wind load indicated on structural drawings. Wall louvers must bear the AMCA certified ratings program seal for air performance and water penetration in accordance with AMCA 500-L, AMCA 511, AMCA 540 for basic protection, and AMCA 550 for high velocity wind driven rain resistance. The louver must have a water penetration of 0.10 or less ounce per square foot of free area at a free velocity of feet per minute. Provide minimum 47 percent free area.

TO:

Wind driven rain resistant type, with bird screens, filter frames, and made to withstand the wind load indicated on structural drawings. Wall louvers must bear the AMCA certified ratings program seal for air performance and water penetration in accordance with AMCA 500-L, AMCA 511, AMCA 540 for basic protection, and AMCA 550 for high velocity wind driven rain resistance. The louver must have a maximum water penetration of 0.06 kilograms or less per square meter 0.10 or less ounce per square foot of free area at a free velocity of 873 feet per minute when tested for 15 minutes. Provide minimum 479 percent free area. Provide with AMCA 550 High Velocity Wind Driven Rain Resistant Damper. Maximum allowed pressure drop at 873 feet per minute must be 0.1 inches of water or less.

SECTION 10 44 16 FIRE EXTINGUISHERS

Paragraph 2.1.2 Size

FROM:

10 pounds extinguishers.

TO:

10 pounds extinguishers at fire extinguisher cabinet locations. 20 pounds extinguishers at wall mounted cabinets.

SECTION 10 99 00 MISCELLANEOUS BUILDING SPECIALTIES

Paragraph 2.4 WALL GUARDS

FROM:

Wall Guards (Identified as BR1, Bumper Rails and CHR1, Chair Rails, on the drawings). Provide with prefabricated end closure caps, inside and outside corners, concealed splices, cushions, mounting hardware and other accessories standard with the manufacturer. Extruded aluminum retainers shall conform to ASTM B221, alloy 6063, temper T5 or T6. End caps and corners shall be field adjustable to assure close alignment with wall guards.

TO:

Wall Guards (Identified as BR1, Bumper Rails, CR1 Corridor Rails, and CHR1, Chair Rails, on the drawings). Provide with prefabricated end closure caps, inside and outside corners, concealed splices, cushions, mounting hardware and other accessories standard with the manufacturer.

Extruded aluminum retainers shall conform to ASTM B221, alloy 6063, temper T5 or T6. End caps and corners shall be field adjustable to assure close alignment with wall guards.

SECTION 12 35 70 HEALTHCARE CASEWORK

Delete Paragraph 2.1.2 Dental Casework in its entirety

FROM:

2.1.2 Dental Casework

Provide dental operator casework of carbon steel covered with laminated plastic sheets.

Pattern, color and finish of decorative laminated plastic for exteriors of casework selected by the Contracting Officer from the manufacturer's standard color and woodgrain samples.

TO:

2.1.2 Dental Casework

Provide dental operator casework of carbon steel covered with laminated plastic sheets.

Pattern, color and finish of decorative laminated plastic for exteriors of casework selected by the Contracting Officer from the manufacturer's standard color and woodgrain samples.

-- End of Technical Amendment 0007 --

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 2 PAGES

N62470-19-D-5015

DENTAL CLINIC REPLACEMENT - MARINE CORPS RECRUIT DEPOT

07 42 13 SD-01 Preconstruction Submittals

1.5.3 GQualification of Manufacturer

1.5.4 GQualification of Installation

Contractor

1.8 GWarranty

SD-02 Shop Drawings

1.5.1.1 GInstallation Drawings

SD-03 Product Data

2.1Recycled Content;

2.1 GWall Panels

2.2.1 GWall Panels

2.2.2Factory Color Finish

1.5.5Closure Materials

2.5.4.4Pressure Sensitive Tape

2.5.4.1Sealants and Caulking

1.5.5Accessories

2.5Accessories

SD-04 Samples

2.1 GWall Panels

2.2.1 GWall Panels

1.5.3.1 GFasteners

2.5.3 GMetal Closure Strips

GColor chart

SD-05 Design Data

1.5.1.2 GWind load design analysis

SD-06 Test Reports

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P H

C L A S S I F I C A T I O N

G O V T

O R

A E

R E V W

R SUBMIT

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

A C T I O N

C O D E

DATE

OF

ACTION

DATE FWD

TO APPR

AUTH/

DATE RCD

FROM

CONTR

DATE FWD

TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

DATE

OF

ACTION

MAILED

TO

CONTR/

DATE RCD

FRM APPR

AUTH REMARKS

(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

P7889 Dental Clinic Replacement Marine Corps Recruit Depot Parris Island - Beaufort, South Carolina

SECTION 01 14 00

WORK RESTRICTIONS

11/ 11, CHG 14: 02/ 22

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

List of Contact Personnel

1.2 CONTRACTOR ACCESS AND USE OF PREMISES

1.2.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear appropriate personal protective equipment (PPE) in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Ensure all Contractor equipment, include delivery vehicles, are clearly identified with their company name.

1.2.1.1 Subcontractors and Personnel Contacts

Provide a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

1.2.1.2 Installation Access

Obtain access to Navy installations through participation in the Defense Biometrics Identification System (DBIDS). Requirements for Contractor employee registration, and transition for employees currently under Navy Commercial Access Control System (NCACS), are available at https://www.cnic.navy.mil/om/dbids.html . No fees are associated with obtaining a DBIDS credential.

Participation in the DBIDS is not mandatory, and Contractor personnel may apply for One-Day Passes at the Base Visitor Control Office to access an installation.

1.2.1.2.1 Registration for DBIDS

Registration for DBIDS is available at https://www.cnic.navy.mil/om/dbids.html . Procedure includes:

a. Present a letter or official award document (i.e. DD Form 1155 or SF 1442) from the Contracting Officer, that provides the purpose for access, to the base Visitor Control Center representative.

SECTION 01 14 00 Page 1

b. Present valid identification, such as a passport or Real ID Act-compliant state driver's license.

c. Provide completed SECNAV FORM 5512/1 to the base Visitor Control Center representative to obtain a background check. This form is available for download at https://www.cnic.navy.mil/om/dbids.html .

d. Upon successful completion of the background check, the Government will complete the DBIDS enrollment process, which includes Contractor employee photo, fingerprints, base restriction and several other assessments.

e. Upon successful completion of the enrollment process, the Contractor employee will be issued a DBIDS credential, and will be allowed to proceed to worksite.

1.2.1.2.2 DBIDS Eligibility Requirements

Throughout the length of the contract, the Contractor employee must continue to meet background screen standards. Periodic background screenings are conducted to verify continued DBIDS participation and installation access privileges. DBIDS access privileges will be immediately suspended or revoked if at any time a Contractor employee becomes ineligible.

An adjudication process may be initiated when a background screen failure results in disqualification from participation in the DBIDS, and Contractor employee does not agree with the reason for disqualification.

The Government is the final authority.

1.2.1.2.3 DBIDS Notification Requirements

a. Immediately report instances of lost or stolen badges to the Contracting Officer.

b. Immediately collect DBIDS credentials and notify the Contracting Officer in writing under the following circumstances:

(1) An employee has departed the company without having properly returned or surrendered their DBIDS credentials.

(2) There is a reasonable basis to conclude that an employee, or former employee, might pose a risk, compromise, or threat to the safety or security of the Installation or anyone therein.

1.2.1.2.4 One-Day Passes

Personnel applying for One-Day passes at the Base Visitor Control Office are subject to daily mandatory vehicle inspection, and will have limited access to the installation. The Government is not responsible for any cost or lost time associated with obtaining daily passes or added vehicle inspections incurred by non-participants in the DBIDS.

1.2.1.3 No Smoking Policy

Smoking is prohibited within and outside of all buildings on installation, except in designated smoking areas. This applies to existing buildings, buildings under construction and buildings under

SECTION 01 14 00 Page 2 renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The Contracting Officer will identify designated smoking areas.

1.2.2 Working Hours

Regular working hours will consist of up to a 10 hour period established by the Contracting Officer, between 7 a.m. and 3:30 p.m., Monday through Friday, excluding Government holidays.

Working hours are further restricted for noise generating activities such as demolition, pile driving, jack hammering, jack and boring, large construction vehicles leaving and entering the site, large air compressors or generators running, etc., are not permitted on recruit graduation weeks. These restrictions will be in effect Thursday and Friday from 7:00 am to 11:00 am on graduation weeks. Graduations occur approximately 44 weeks per year.

1.2.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application 15 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work must be lighted in a manner approved by the Contracting Officer. Make utility cutovers after normal working hours or on Saturdays, Sundays, and Government holidays unless directed otherwise.

Saturday work requests will be restricted for noise generating activities such as demolition, pile driving, jack hammering, jack and boring, large construction vehicles leaving and entering the site, large air compressors or generators running, etc., from 7:30 am to 8:30 am on weeks of a Crucible due to the Eagle Globe and Anchor presentation ceremony. There are approximately 40 Eagle Globe and Anchor presentation ceremonies per year.

1.2.4 Utility Cutovers and Interruptions

a. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required in paragraph WORK OUTSIDE REGULAR HOURS.

b. Ensure that new utility lines are complete, except for the connection, before interrupting existing service.

c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service are considered utility cutovers pursuant to the paragraph WORK OUTSIDE REGULAR HOURS.

d. Operation of Station Utilities: The Contractor must not operate nor disturb the setting of control devices in the station utilities system, including water, sewer, electrical, and steam services. The Government will operate the control devices as required for normal conduct of the work. The Contractor must notify the Contracting Officer giving reasonable advance notice when such operation is required.

SECTION 01 14 00 Page 3

e. Connection to Existing Sanitary Sewer Line: Provide positive verification that the existing line conveys sanitary sewer; verify line is not incorrectly connected to a storm drain. Obtain Installation's Sanitary Sewer Connection Permit 2 weeks prior to connection.

1.3 SECURITY REQUIREMENTS

Contract Clause FAR 52.204-2 Security Requirements and Alternate II .

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 01 14 00 Page 4

SECTION 05 30 00

STEEL DECKS

05/ 15, CHG 2: 08/ 18

PART 1 GENERAL

1.1 REFERENCES

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

AMERICAN IRON AND STEEL INSTITUTE (AISI)

AISI D100 (2017) Cold-Formed Steel Design Manual

AMERICAN WELDING SOCIETY (AWS)

AWS D1.1/D1.1M (2020; Errata 1 2021) Structural Welding Code - Steel

AWS D1.3/D1.3M (2018) Structural Welding Code - Sheet Steel

ASTM INTERNATIONAL (ASTM)

ASTM A36/A36M (2019) Standard Specification for Carbon Structural Steel

ASTM A123/A123M (2017) Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products

ASTM A653/A653M (2020) Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process

ASTM A780/A780M (2020) Standard Practice for Repair of Damaged and Uncoated Areas of Hot-Dip Galvanized Coatings

ASTM A792/A792M (2021a) Standard Specification for Steel Sheet, 55% Aluminum-Zinc Alloy-Coated by the Hot-Dip Process

ASTM A1008/A1008M (2021a) Standard Specification for Steel, Sheet, Cold-Rolled, Carbon, Structural, High-Strength Low-Alloy, High-Strength Low-Alloy with Improved Formability, Solution Hardened, and Bake Hardenable

STEEL DECK INSTITUTE (SDI)

ANSI/SDI C (2017) Standard for Composite Steel Floor Deck - Slabs

SECTION 05 30 00 Page 1

ANSI/SDI QA/QC (2017) Standard for Quality Control and Quality Assurance for Installation of Steel Deck

ANSI/SDI RD (2017) Standard for Steel Roof Deck

SDI DDM04 (2015; 7th Printing, July 2019) Diaphragm Design Manual; 4th Edition

SDI DDP (1987; R 2000) Deck Damage and Penetrations

SDI MOC3 (2016) Manual of Construction with Steel Deck (3rd Edition)

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

29 CFR 1926 Safety and Health Regulations for Construction

1.2 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Fabrication and Placement Drawings ; G

SD-03 Product Data

Accessories

Deck Units

Galvanizing Repair Paint

Mechanical Fasteners (Screws)

Touch-Up Paint

Welding Rods and Accessories

SD-04 Samples

Metal Floor and Roof Deck Units

SD-05 Design Data

Deck Units ; G

SD-07 Certificates

Welder Qualifications

Welding Procedures

Manufacturer's Certificate

SECTION 05 30 00 Page 2

Stud Manufacture's Certification

Stud Manufacture's Test Reports

1.3 QUALITY ASSURANCE

1.3.1 Deck Units

Furnish deck units and accessory products from a manufacturer regularly engaged in manufacture of steel decking. Provide manufacturer's certificate s attesting that the decking material meets the specified requirements.

1.3.2 Qualifications for Welding Work

Follow Welding Procedures of AWS D1.3/D1.3M for sheet steel and AWS D1.1/D1.1M for stud welding.

Submit qualified Welder Qualifications in accordance with AWS D1.3/D1.3M for sheet steel and AWS D1.1/D1.1M for stud welding, or under an equivalent approved qualification test.

Submit manufacturer's catalog data for Welding Rods and Accessories .

1.3.3 Fabrication and Placement Drawings

Show type and location of units, location and sequence of connections, bearing on supports, methods of anchoring, attachment of accessories, adjusting plate details, cant strips, ridge and valley plates, metal closure strips, size and location of holes to be cut and reinforcement to be provided, the manufacturer's erection instructions and other pertinent details.

1.4 DELIVERY, STORAGE, AND HANDLING

Deliver deck units to the site in a dry and undamaged condition. Store and handle steel deck in a manner to protect it from corrosion, deformation, and other types of damage. Do not use decking for storage or as working platform until units have been fastened into position.

Exercise care not to damage material or overload decking during construction. The maximum uniform distributed storage load must not exceed the design live load. Stack decking on platforms or pallets and cover with weathertight ventilated covering. Elevate one end during storage to provide drainage. Maintain deck finish at all times to prevent formation of rust. Repair deck finish using touch-up paint. Replace damaged material.

1.5 DESIGN REQUIREMENTS FOR ROOF DECKS

1.5.1 Properties of Sections

Properties of metal roof deck sections must comply with engineering design width as limited by the provisions of AISI D100 .

1.5.2 Allowable Loads

Indicate total uniform dead and live load for detailing purposes.

SECTION 05 30 00 Page 3

PART 2 PRODUCTS

2.1 DECK UNITS

Submit manufacturer's design calculations, or applicable published literature for the structural properties of the proposed deck units.

Provide products with an average recycled content of steel products so postconsumer recycled content plus one half of preconsumer recycled content not less than 25 percent.

2.1.1 Roof Deck

Conform to ASTM A653/A653M or ASTM A1008/A1008M for deck used in conjunction with insulation and built-up roofing. Fabricate roof deck units of the steel design thickness required by the design drawings, and zinc-coated in conformance with ASTM A653/A653M , Z275 G90 coating class or aluminum-zinc coated in accordance with ASTM A792/A792M Coating Designation AZM165 AZ55. Furnish sample of Metal Floor and Roof Deck Units used to illustrate actual cross section dimensions and configurations.

2.1.2 Composite Deck

Conform to ASTM A653/A653M or ASTM A1008/A1008M for composite deck assembly. Fabricate deck used as the tension reinforcing in composite deck of the steel design thickness required by the design drawings.

Zinc-coat in conformance with ASTM A653/A653M , G90 coating class.

2.1.3 Length of Deck Units

Provide deck units of sufficient length to span three or more spacings where possible.

2.1.4 Touch-Up Paint

Provide a high zinc-dust content paint for regalvanizing welds in galvanized steel conforming to ASTM A780/A780M .

Provide touch-up paint for zinc-coated units of an approved galvanizing repair paint with a high-zinc dust content. Repair damaged finishes of the undersides of deck units and accessories with touch-up paint to prevent the formation of rust.

2.2 ACCESSORIES

Provide accessories of same material as deck, unless specified otherwise.

Provide manufacturer's standard type accessories, as specified.

2.2.1 Adjusting Plates

Provide adjusting plates, or segments of deck units, of same thickness and configuration as deck units in locations too narrow to accommodate full size units. Provide factory cut plates of predetermined size where possible.

2.2.2 End Closures

Fabricated of sheet metal by the deck manufacturer. Provide end closures minimum 0.0295 inch thick to close open ends at exposed edges of floors, SECTION 05 30 00 Page 4 parapets, eaves, and openings through deck.

2.2.3 Closure Plates for Composite Deck

Support and retain concrete at each floor level. Provide edge closures at all edges of the slab of sufficient strength and stiffness to support the wet concrete. Provide metal closures for all openings in composite steel deck 1/4 inch and over.

2.2.4 Sheet Metal Collar

Where deck is cut for passage of pipes, ducts, columns, etc., and deck is to remain exposed, provide a neatly cut sheet metal collar to cover edges of deck. Do not cut deck until after installation of supplemental supports.

2.2.5 Cover Plates

Sheet metal to close panel edge and end conditions, and where panels change direction or butt. Polyethylene-coated, self-adhesive, 2 inch wide joint tape may be provided in lieu of cover plates on flat-surfaced decking butt joints.

Fabricate cover plates for abutting floor deck units from the specified structural-quality steel sheets not less than nominal 18 gage thick before galvanizing. Provide 6 inch wide cover plates and form to match the contour of the floor deck units.

2.2.6 Column Closures

Sheet metal, minimum 0.0358 inch thick or metal rib lath.

2.2.7 Shear Connectors

Provide shear connectors in accordance with AWS D1.1/D1.1M headed stud Type B. Submit stud manufacture's certification that the studs delivered conform to the material requirements. Submit stud manufacture's test reports for the last completed in-plant quality control mechanical tests.

2.2.8 Ridge and Valley Plates for Roof Decks

Fabricate plates from the specified structural-quality steel sheets, not less than nominal 0.0358 inch thick before galvanizing. Provide plates of minimum 4-1/2 inch wide and bent to provide tight fitting closures at ridges and valleys. Provide a minimum length of ridge and valley plates of 10 feet .

2.2.9 Metal Closure Strips for Roof Decks

Fabricate strips from the specified commercial-quality steel sheets not less than nominal 0.0358 inch thick before galvanizing. Provide strips from the configuration required to provide tight-fitting closures at open ends and sides of steel roof decking.

2.2.10 Galvanized Steel Angles for Roof Decks

Provide hot-rolled carbon steel angles conforming to ASTM A36/A36M, and hot-dip galvanized in accordance with ASTM A123/A123M .

SECTION 05 30 00 Page 5

2.2.11 Mechanical Fasteners (Screws)

Provide self-drilling screws as indicated, for anchoring the roof deck to structural supports and adjoining units.

2.2.12 Miscellaneous Accessories

Furnish the manufacturer's standard accessories to complete the deck installation. Furnish metal accessories of the same material as the deck.

PART 3 EXECUTION

3.1 EXAMINATION

Prior to installation of decking units and accessories, examine worksite to verify that as-built structure will permit installation of decking system without modification.

3.2 INSTALLATION

Install steel deck units in accordance with 29 CFR 1926 , Subpart R – Steel Erection, ANSI/SDI QA/QC , ANSI/SDI C , ANSI/SDI RD , SDI DDM04 and approved shop drawings. Place units on structural supports, properly adjusted, leveled, and aligned at right angles to supports before permanently securing in place. Damaged deck and accessories including material which is permanently stained or contaminated, deformed, or with burned holes shall not be installed. Extend deck units over three or more supports unless absolutely impractical. Report inaccuracies in alignment or leveling to the Contracting Officer and make necessary corrections before permanently anchoring deck units. Locate deck ends over supports only.

Lap roof deck 2 inches at ends. Butt composite floor deck at ends Do not use unanchored deck units as a work or storage platform. Do not fill unanchored deck with concrete. Permanently anchor units placed by the end of each working day. Do not support suspended ceilings, light fixtures, ducts, utilities, or other loads by steel deck not scheduled to receive concrete fill. Distribute loads by appropriate means to prevent damage.

3.2.1 Attachment

Immediately after placement and alignment, and after correcting inaccuracies, permanently fasten steel deck units to structural supports and to adjacent deck units by welding or screw attachment as indicated on the design drawings and in accordance with manufacturer's recommended procedure. Clamp or weight deck units to provide firm contact between deck units and structural supports while performing welding or fastening.

Anchoring the deck to structural supports with powder-actuated fasteners or pneumatically driven fasteners is prohibited. Attachment of adjacent deck units by button-punching is prohibited.

3.2.1.1 Welding

Do not weld any decking to cold formed steel rafters. Perform welding in accordance with AWS D1.3/D1.3M using methods and electrodes recommended by the manufacturers of the base metal alloys being used. Ensure only operators previously qualified by tests prescribed in AWS D1.3/D1.3M make welds. Immediately recertify, or replace qualified welders, that are producing unsatisfactory welding. Holes and similar defects will not be acceptable. Attach shear connectors as shown and welded as per AWS D1.1/D1.1M through the steel deck to the steel member. Immediately clean welds by chipping and wire brushing. Heavily coat welds, cut edges

SECTION 05 30 00 Page 6 and damaged portions of coated finish with zinc-dust paint conforming to

ASTM A780/A780M .

3.2.1.2 Mechanical Fastening

Anchor roof deck to structural supports and adjoining units with mechanical fasteners where indicated. Drive screws to properly clamp deck to supporting steel.

3.2.1.3 Sidelap Fastening

Lock sidelaps between adjacent floor deck units together as indicated.

3.2.2 Openings

Cut or drill all holes and openings required in coordination with the drawings, specifications, and other trades. Frame and reinforce openings through the deck in conformance with SDI DDP . Reinforce holes and openings 6 to 12 inch across by 0.0474 inch thick steel sheet at least 12 inch wider and longer than the opening and be fastened to the steel deck at each corner of the sheet and at a maximum of 6 inch on center. Reinforce holes and openings larger than 12 inches as indicated.

3.2.3 Deck Damage

SDI MOC3, for repair of deck damage.

3.2.4 Touch-Up Paint

3.2.4.1 Roof Deck

After roof decking installation, wire brush, clean, and touchup paint the scarred areas on top and bottom surfaces of metal roof decking. The scarred areas include scrapes, bruises, and rust spots. Touchup galvanized surfaces with galvanizing repair paint.

3.2.4.2 Floor Deck

For floor decking installation, wire brush, clean, and touchup paint the scarred areas on the top and bottom surfaces of the metal floor decking and on the surface of supporting steel members. Include welds, weld scars, bruises, and rust spots for scarred areas. Touched up the galvanized surfaces with galvanizing repair paint.

3.2.5 Accessory Installation

3.2.5.1 Adjusting Plates

Provide in locations…