P-678 Dry Dock 8 Saltwater System Specs Part 1 Vol4of4 Final Design Submittal 02282022.pdf

P-678 DRY DOCK 8

SALTWATER SYSTEM

PART 3, VOLUME 4

SPECIFICATIONS

DESIGN SUBMITTAL

Prepared for

NAVFAC MIDLANT

NORFOLK, VA

Contract No. N40085-22-R-2598 eProject #1364315

28 February 2022

Bertrand Gonzalez, AIA Architectural Cassandra Zwart, PE Civil Engineer

Adam Morel, PE Structural Engineer Roderick Whitsel, PE, SE Structural Engineer

Philip Bowman, PE Fire Protection Engineer

Tyler Godfrey, PE Mechanical Engineer

Justin Cashwell, PE Electrical Engineer

Dmitri Zaichenko, PE Electrical Engineer

P678 Dry Dock 8 Saltwater System for CVN-78 Norfolk Naval Shipyard, Portsmouth VA

WO#: 1364315

PROJECT TABLE OF CONTENTS Page 1

PROJECT TABLE OF CONTENTS

PART 1 – COMMON TO PHASE 1 AND PHASE 2

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 15 08/14 LIST OF DRAWINGS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 08/15 SUMMARY OF WORK

01 14 00.00 22 11/20 WORK RESTRICTIONS

01 20 00 02/21 PRICE AND PAYMENT PROCEDURES

01 30 00.00 22 11/20 ADMINISTRATIVE REQUIREMENTS

01 31 23.13 20 02/21 ELECTRONIC CONSTRUCTION AND FACILITY

SUPPORT CONTRACT MANAGEMENT SYSTEM

01 32 17.00 20 08/20 COST-LOADED NETWORK ANALYSIS SCHEDULES

(NAS)

01 33 00.00 22 08/18 SUBMITTAL PROCEDURES

01 33 29 02/21 SUSTAINABILITY REQUIREMENTS AND

REPORTING

01 35 13.00 22 11/20 SPECIAL PROJECT PROCEDURES

01 35 26.00 22 08/21 GOVERNMENTAL SAFETY REQUIREMENTS

01 35 40.00 22 04/15 MARINE MAMMAL PROTECTION

01 42 00 02/19 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 22 02/21 QUALITY CONTROL

01 50 00.00 22 11/20 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS

01 57 19.00 22 04/21 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 19.01 20 08/20 SUPPLEMENTAL TEMPORARY ENVIRONMENTAL

CONTROLS

01 58 00 11/20 PROJECT IDENTIFICATION

01 74 19.00 22 02/19 CONSTRUCTION WASTE MANAGEMENT AND

DISPOSAL

01 78 00 05/19 CLOSEOUT SUBMITTALS

01 78 23 11/20 OPERATION AND MAINTENANCE DATA

01 78 24.00 20 11/20 FACILITY ELECTRONIC OPERATION AND

MAINTENANCE SUPPORT INFORMATION(eOMSI)

01 91 00.15 20 02/21 TOTAL BUILDING COMMISSIONING

DIVISION 02 - EXISTING CONDITIONS

02 41 00.00 22 02/19 DEMOLITION AND DECONSTRUCTION

02 61 13 02/21 EXCAVATION AND HANDLING OF CONTAMINATED

MATERIAL

02 81 00 02/21 TRANSPORTATION AND DISPOSAL

OF HAZARDOUS MATERIALS

02 82 00.00 22 11/18 LEAD REMEDIATION

02 83 00.00 22 11/18 ASBESTOS REMEDIATION

02 84 16.00 22 05/20 HANDLING OF LIGHTING BALLASTS AND LAMPS

CONTAINING PCBS AND MERCURY

02 84 33.00 22 04/06 REMOVAL AND DISPOSAL OF POLYCHLORINATED

BIPHENYLS (PCBs)

DIVISION 03 - CONCRETE

03 30 00 05/21 CAST-IN-PLACE CONCRETE

03 31 30 02/19 MARINE CONCRETE

PROJECT TABLE OF CONTENTS Page 2

DIVISION 05 – METALS

05 05 20.00 27 02/21 POST-INSTALLED CONCRETE AND MASONRY

ANCHORS

05 12 00 11/18 STRUCTURAL STEEL

05 40 00 08/18 COLD-FORMED METAL FRAMING

05 50 13 08/18 MISCELLANEOUS METAL FABRICATIONS

05 51 33 02/18 METAL LADDERS

05 52 00 02/18 METAL RAILINGS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 11/18 ROUGH CARPENTRY

06 73 01 05/18 FIBERGLASS REINFORCED PLASTIC (FRP)

GRATING

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 92 00 11/18 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 08/20 STEEL DOORS AND FRAMES

08 71 00 08/20 DOOR HARDWARE

08 81 00 05/19 GLAZING

DIVISION 09 - FINISHES

09 22 00 08/18 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 02/20 GYPSUM BOARD

09 65 00 08/18 RESILIENT FLOORING

09 90 00.00 22 02/21 PAINTS AND COATINGS

09 90 50.00 22 11/05 PAINT REMOVAL AND CONTROLS

DIVISION 22 – PLUMBING

22 00 00 08/18 PLUMBING, GENERAL PURPOSE

22 14 29.00 40 05/17 SUMP PUMPS

22 15 14.00 40 11/17 GENERAL SERVICE COMPRESSED-AIR

SYSTEMS, LOW PRESSURE

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

23 05 48.19 08/20 SEISMIC BRACING FOR HVAC

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

HVAC

23 81 00 02/21 DECENTRALIZED UNITARY HVAC EQUIPMENT

DIVISION 25 – INTEGRATED AUTOMATION

25 05 11.01 05/21 CYBERSECURITY FOR FACILITY-RELATED

CONTROL SYSTEMS

25 05 11.02 05/21 CYBERSECURITY FOR PUMP STATION

MONITORING AND CONTROL SYSTEMS

25 05 11.03 05/21 CYBERSECURITY FOR ELECTRICAL

SUBSTATION CONTROL SYSTEMS

25 05 11.04 05/21 CYBERSECURITY FOR EMERGENCY GENERATOR

CONTROL SYSTEMS

PROJECT TABLE OF CONTENTS Page 3

DIVISION 26 - ELECTRICAL

26 05 48.00 10 10/07 SEISMIC PROTECTION FOR ELECTRICAL

EQUIPMENT

26 08 00 02/15 APPARATUS INSPECTION AND TESTING

26 13 26.00 25 11/16 MEDIUM-VOLTAGE SWITCHGEAR

26 20 00 11/19 INTERIOR DISTRIBUTION SYSTEM

26 20 01 11/19 EXTERIOR DISTRIBUTION SYSTEM

26 51 00 05/20 INTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 10 00 08/11 BUILDING TELECOMMUNICATIONS CABLING

SYSTEM

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

28 31 76.00 22 08/14 INTERIOR ADDRESSABLE FIRE ALARM

SYSTEMS

DIVISION 31 – EARTHWORK

31 09 13 01/22 GEOTECHNICAL AND SURVEY MONITORING

31 23 00.00 20 08/15 EXCAVATION AND FILL

31 62 16.13 11/20 STEEL PIPE PILES

DIVISION 32 - EXTERIOR IMPROVEMENTS

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

32 11 23 08/17 AGGREGATE BASE COURSES

32 12 16.16 11/20 ROAD-MIX ASPHALT PAVING

32 13 13.06 05/20 PORTLAND CEMENT CONCRETE PAVEMENT FOR

ROADS AND SITE FACILITIES

32 17 23 11/18 PAVEMENT MARKINGS

32 31 13 05/17 CHAIN LINK FENCES AND GATES

DIVISION 33 - UTILITIES

33 08 55 08/19 FUEL DISTRIBUTION SYSTEM START-UP

(NON-HYDRANT)

33 11 00.00 22 05/16 POTABLE WATER UTILITY DISTRIBUTION

PIPING

33 11 00.01 22 02/11 SALTWATER UTILITY DISTRIBUTION PIPING

33 30 00 05/18 SANITARY SEWERAGE

33 31 00 10/18 EXTERIOR OILY WASTE, WASTE OIL PIPING

33 40 00 02/19 STORM DRAINAGE UTILITIES

33 52 23.15 11/18 POL SERVICE PIPING WELDING

33 52 40 11/20 FUEL SYSTEMS PIPING (NON-HYDRANT)

33 56 10 11/20 FACTORY-FABRICATED FUEL STORAGE TANKS

33 57 55 11/20 FUEL SYSTEM COMPONENTS (NON-HYDRANT)

33 61 13.19 11/20 VALVES, PIPING, AND EQUIPMENT IN

VALVE MANHOLES

33 63 13 04/06 EXTERIOR UNDERGROUND STEAM

DISTRIBUTION SYSTEM

33 71 02 11/19 UNDERGROUND ELECTRICAL DISTRIBUTION

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

Kemp, Richard A.

26 20 00 and 26 51 00 have been updated to common specs. Please add them both in this section.

Kemp, Richard A.

26 51 00 has been updated to a common spec. Please remove.

Kemp, Richard A.

26 51 00 has been updated to a common spec. Please remove.

PROJECT TABLE OF CONTENTS Page 4

DIVISION 34 - TRANSPORTATION

34 11 00 04/08 RAILROAD TRACK AND ACCESSORIES

34 11 19.00 20 08/18 WELDING CRANE AND RAILROAD RAIL -

THERMITE METHOD

DIVISION 40 - PROCESS INTERCONNECTIONS

40 05 13 02/20 PIPELINES, LIQUID PROCESS PIPING

40 05 13.96 05/10 WELDING PROCESS PIPING

40 60 00 05/20 PROCESS CONTROL

DIVISION 41 - MATERIAL PROCESSING AND HANDLING EQUIPMENT

41 22 13.33 05/10 PORTAL CRANE TRACK INSTALLATION

41 22 23.19 05/20 MONORAIL HOISTS

PART 2 - COMMON TO PHASE 1

01 45 35 11/20 SPECIAL INSPECTIONS

07 21 16 08/18 MINERAL FIBER BLANKET INSULATION

DIVISION 26 – ELECTRICAL

26 11 13.00 20 11/21 PRIMARY UNIT SUBSTATION

23 13 00 11/14 SF6/HIGH-FIREPOINT FLUIDS INSULATED

PAD-MOUNTED SWITCHGEAR

26 29 01.00 10 11/08 ELECTRIC MOTORS, 3-PHASE VERTICAL

INDUCTION TYPE

26 32 15.00 05/20 ENGINE-GENERATOR SET STATIONARY, WITH

AUXILIARIES AND LOAD BANK

DIVISION 31 - EARTHWORK

31 63 33 01/19 MICROPILES

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 45 04.00 10 11/20 SUBMERSIBLE PUMP, CENTRIFUGAL TYPE

FOR DRY PIT APPLICATOIN

PROJECT TABLE OF CONTENTS Page 5

PART 3 – COMMON TO PHASE 2

01 45 35 11/20 SPECIAL INSPECTIONS

DIVISION 05 - METALS

05 30 00 05/15 STEEL DECKS

05 51 00 05/17 METAL STAIRS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 13 33 08/17 PIER TIMBERWORK

07 14 00 02/18 FLUID-APPLIED WATERPROOFING

07 21 13 08/20 BOARD AND BLOCK INSULATION

07 22 00 11/18 ROOF AND DECK INSULATION

07 27 10.00 10 02/20 BUILDING AIR BARRIER SYSTEM

07 27 19.01 08/20 SELF-ADHERING AIR BARRIERS

07 52 00 11/19 MODIFIED BITUMINOUS MEMBRANE ROOFING

07 60 00 11/18 FLASHING AND SHEET METAL

DIVISION 08 - OPENINGS

08 51 23 08/20 STEEL WINDOWS

DIVISION 10

- SPECIALTIES

10 14 00.10

11/18

EXTERIOR SIGNAGE

10 44 16 11/19 FIRE EXTINGUISHERS

DIVISION 21 - FIRE SUPPRESSION

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

PROTECTION

DIVISION 26 – ELECTRICAL

26 29 01.00 10 11/08 ELECTRIC MOTORS, 3-PHASE VERTICAL

INDUCTION TYPE

26 32 15.00 05/20 ENGINE-GENERATOR SET STATIONARY, WITH

AUXILIARIES

26 41 00 11/13 LIGHTNING PROTECTION SYSTEM

DIVISION 31 - EARTHWORK

31 41 16 01/22 STEEL SHEET PILE AND COMBINATION

PILE WALLS

31 52 00 01/22 TEMPORARY COFFERDAMS

31 62 19.13 08/17 TIMBER MARINE PILES

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 20 14 04/08 STOPLOGS

35 45 01 02/21 VERTICAL TURBINE PUMPS

35 59 35 01/22 MOORING FITTINGS

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 6

SPECIFICATION APPENDICES

TABLE OF CONTENTS

Appendix A – Reference Drawings A1 – 1941 Dry Dock 8 Discharge Header and Culvert A2 – 1942 Dry Dock 8 Pumpwell A3 - 1941 Quay Wall North of Entrance Pile Plan A4 – 1961 Dry Dock 8 Pump Stations A5 – 1961 Utilities Increment – Dry Dock 8 Sheets A6 – 2009 Dry Dock 8 Repair Walls and Floor – Typical Sections A7 – 2016 Dry Dock 8 Stop Log Seat Repair A8 – 1998 NNSY Drawings – Pumpwell 8 Schematic Flooding & Dewatering Isometric A9 – 2020 Pumpwell 8 – Replace MDP-2 A10- 1941 Berth 39 Appendix B – Historical Geotechnical Data Appendix C – Project Geotechnical Data Appendix D – Soils Chemical and Environmental Analytical Results Appendix E – HAZMAT Inspection Drawing and Laboratory Reports Appendix F – Utility Test Hole Logs Appendix G – Electric Manhole Survey Appendix H - Stormwater Management Plan Appendix I – Permits and Approvals Appendix J – NNSY Instructions P5090 Appendix K – Five-Year Site Management Plan Appendix L – 1941 Berth 39

P678 Dry Dock 8 Saltwater System for CVN-78 Work Order #: 1364315 Norfolk Naval Shipyard, Portsmouth, VA

SECTION 01 45 35

SPECIAL INSPECTIONS

11/20

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 SOCIETY OF CIVIL ENGINEERS (ASCE)

ASCE 7-16 (2017; Errata 2018; Supp 1 2018) Minimum Design Loads and Associated Criteria for Buildings and Other Structures

INTERNATIONAL CODE COUNCIL (ICC)

ICC IBC (2018) International Building Code

1.2 GENERAL REQUIREMENTS

Perform Special Inspections in accordance with the Statement of Special Inspections, Schedule of Special Inspections and Chapter 17 of ICC IBC .

The Statement of Special Inspections and Schedule of Special Inspections are included as an attachment to this specification. Special Inspections are to be performed by an independent third party and are intended to ensure that the work of the Prime Contractor is in accordance with the Contract Documents and applicable building codes. Special inspections do not take the place of the three phases of control inspections performed by the Contractor's QC Manager or any testing and inspections required by other sections of the specifications.

Structural observations will be performed separately by the Government .

The Contractor must provide notification to the Contracting Officer 14 days prior to the following points of construction to allow for structural observation:

a. Installation of Pump Station 6 and 8 Deep foundations

b. Placement of Pump Station 6 and 8 mezzanine level framing and concrete over metal deck

c. Installation of Pump Station 6 and 8 framing and roof deck

d. Placement of concrete for Pump Station 6 and 8 foundation and exterior walls.

1.3 DEFINITIONS

1.3.1 Continuous Special Inspections

Continuous Special Inspections is the constant monitoring of specific tasks by a special inspector. These inspections must be carried out continuously over the duration of the particular tasks.

SECTION 01 45 35 Page 1

1.3.2 Perform

Perform these Special Inspections tasks for each welded joint or member.

1.3.3 Observe

Observe these Special Inspections items on a periodic daily basis.

Operations need not be delayed pending these inspections.

1.3.4 Special Inspector (SI)

A qualified person retained by the Contractor and approved by the Contracting Officer as having the competence necessary to inspect a particular type of construction requiring Special Inspections. The SI must be an independent third party hired directly by the Prime Contractor.

1.3.5 Associate Special Inspector (ASI)

A qualified person who assists the SI in performing Special Inspections but must perform inspection under the direct supervision of the SI and cannot perform inspections without the SI on site.

1.3.6 Third Party

A Special inspector must not be an employee of the Contractor or of any Sub-Contractor performing the work to be inspected.

1.3.7 Special Inspector of Record (SIOR)

A licensed engineer in responsible charge of supervision of all special inspectors for the project and approved by the Contracting Officer. The SIOR must be an independent third party entity hired directly by the Prime Contractor.

1.3.8 Contracting Officer

The Government official having overall authority for administrative contracting actions. Certain contracting actions may be delegated to the Contracting Officer's Representative (COR).

1.3.9 Contractor's Quality Control (QC) Manager

An individual retained by the Prime Contractor and qualified in accordance with the Section 01 45 00.00 22 QUALITY CONTROL having the overall responsibility for the Contractor's QC organization.

1.3.10 Structural Engineer of Record (SER)

A registered design professional contracted by the Government as an A/E responsible for the overall design and review of submittal documents prepared by others. The SER is registered or licensed to practice their respective design profession as defined by the statutory requirements of the professional registration laws in the state in which the design professional works. The SER is also referred to as the Engineer of Record (EOR) in design code documents.

SECTION 01 45 35 Page 2

1.3.11 Statement of Special Inspections (SSI)

A document developed by the SER identifying the material, systems, components and work required to have Special Inspections. This statement is included at the end of this specification.

1.3.12 Schedule of Special Inspections (SSI)

A schedule which lists each of the required Special Inspections, the extent to which each Special Inspection is to be performed, and the required frequency for each in accordance with ICC IBC Chapter 17. This schedule is included at the end of this specification.

1.3.13 Designated Seismic Systems (DSS)

Those nonstructural components that require design in accordance with ASCE 7-16 Chapter 13 and for which the component importance factor, Ip, is greater than 1.0. This designation applies to systems that are required to be operational following the Design Earthquake for RC I - IV structures and following the MCER for RC V structures. Designated Seismic Systems will have an Importance Factor Ip = 1.5.

1.3.14 Definable Feature of Work (DFOW)

An inspection group that is separate and distinct from other inspection groups, having inspection requirements or inspectors that are unique.

1.4 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 00.00 22 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

SIOR Letter of Acceptance; G

Special Inspections Project Manual; G

SD-06 Test Reports

Special Inspections Biweekly Reports

SD-07 Certificates

AISC Certified Steel Fabricator

Special Inspector of Record Qualifications; G

Special Inspector Qualifications; G

SD-11 Closeout Submittals

Interim Report of Special Inspections for Each DFOW; G

Comprehensive Final Report of Special Inspections; G

SECTION 01 45 35 Page 3

1.5 SPECIAL INSPECTOR QUALIFICATIONS

Submit qualifications for each special inspector and the special inspector of record.

1.5.1 Steel Construction and High Strength Bolting

1.5.1.1 Special Inspector

a. ICC Structural Steel and Bolting Special Inspector certificate with one year of related experience, or

b. Registered Professional Engineer with three years of related experience

1.5.1.2 Associate Special Inspector

Engineer-In-Training with one year of related experience.

1.5.2 Welding Structural Steel

1.5.2.1 Special Inspector

a. ICC Structural Welding Special Inspector certificate with one year of related experience, or

b. AWS Certified Welding Inspector

1.5.2.2 Associate Special Inspector

AWS Certified Associate Welding Inspector

1.5.3 Nondestructive Testing of Welds

1.5.3.1 Special Inspector

NDT Level III Certificate

1.5.3.2 Associate Special Inspector

NDT Level II Certificate plus one year of related experience

1.5.4 Concrete Construction

1.5.4.1 Special Inspector

a. ICC Reinforced Concrete Special Inspector Certificate with one year of related experience, or

b. ACI Concrete Construction Special Inspector, or

c. Registered Professional Engineer with three years of related experience

1.5.4.2 Associate Special Inspector

a. ACI Concrete Construction Special Inspector in Training, or

b. Engineer-In-Training with one year of related experience

SECTION 01 45 35 Page 4

1.5.5 Verification of Site Soil Condition, Fill Placement and Load-Bearing Requirements

1.5.5.1 Special Inspector

a. ICC Soils Special Inspector Certificate with one year of related experience, or

b. NICET Soils Technician Level II Certificate in Construction Material Testing, or

c. Geologist-In-Training with three years of related experience, or

d. Registered Professional Engineer with three years of related experience

1.5.5.2 Associate Special Inspector

a. NICET Soils Technician Level I Certificate in Construction Material Testing with one year of related experience, or

b. Engineer-In-Training with one year of related experience

1.5.6 Deep Foundations

1.5.6.1 Special Inspector

a. NICET Soils Technician Level II Certificate in Construction Material Testing, or

b. Geologist-In-Training with three years of related experience, or

c. Registered Professional Engineer with three years of related experience

1.5.6.2 Associate Special Inspector

a. NICET Soils Technician Level I Certificate in Construction Material Testing with one year of related experience, or

b. NICET Geotechnical Engineering Technician Level I Construction or Generalist Certificate with one year of related experience, or

c. Engineer-In-Training with one year of related experience

1.5.7 Special Inspector of Record (SIOR)

Registered Professional Engineer with five years of related experience.

PART 2 PRODUCTS

2.1 FABRICATOR SPECIAL INSPECTIONS

Special Inspections of fabricator's work performed in the fabricator's shop is required to be inspected in accordance with the Statement of Special Inspections and the Schedule of Special Inspections unless the fabricator is certified by the approved agency to perform such work without Special Inspections. Submit the following certification to the Contracting Officer for information to allow work performed in the fabricator's shop to not be subjected to Special Inspections.

SECTION 01 45 35 Page 5

AISC Certified Steel Fabricator.

At the completion of fabrication, provide a certificate of compliance, to be included with the comprehensive final report of Special Inspections, stating that the materials supplied and work performed by the fabricator are in accordance with the construction documents.

PART 3 EXECUTION

3.1 RESPONSIBILITIES

3.1.1 Special Inspector of Record

a. Supervise all Special Inspectors required by the Contract Documents and the IBC.

b. Submit a SIOR Letter of Acceptance to the Contracting Officer attesting to acceptance of the duties of SIOR, signed and sealed by the SIOR.

c. Verify the qualifications of all of the Special Inspectors.

d. Verify the qualifications of fabricators.

e. Prepare a Special Inspections Project Manual, which must cover the following:

(1) Roles and responsibilities of the following individuals during Special Inspections: SIOR, SI, ASI, General Contractor's QC Manager and SER.

(2) Organizational chart or communication plan, indicating lines of communication.

(3) Contractor's internal plan for scheduling inspections. Address items such as timeliness of inspection requests, who to contact for inspection requests, and availability of alternate inspectors.

(4) Indicate the Government reporting requirements.

(5) Propose forms or templates to be used by SI and SIOR to document inspections.

(6) Indicate procedures for tracking nonconforming work and verification that corrective work is complete.

(7) Indicate how the SIOR and SI will participate in weekly QC meetings.

(8) Indicate how Special Inspections of shop fabricated items will be handled when the fabricator's shop is not certified in accordance with paragraph FABRICATOR SPECIAL INSPECTIONS.

(9) Include a section in the manual that covers each specific item requiring Special Inspections that is indicated on the Schedule of Special Inspections. Provide names and qualifications of each special inspector who will be performing the Special Inspections for each specific item. Provide detail on how the Special Inspections are to be carried out for each item so that the

SECTION 01 45 35 Page 6 expectations are clear for the General Contractor and the Subcontractor performing the work.

Make a copy of the Special Inspections Project Manual available on the job site during construction. Submit a copy of the Special Inspections Project Manual for approval.

f. Attend coordination and mutual understanding meeting where the information in the Special Inspections Project Manual will be reviewed to verify that all parties have a clear understanding of the Special Inspections provisions and the individual duties and responsibilities of each party.

g. Maintain a 3-ring binder for the Special Inspector's daily and biweekly reports and the Special Inspections Project Manual. This file must be located in a conspicuous place in the project trailer/office to allow review by the Contracting Officer and the SER.

h. Provide a copy of the Special Inspector's daily reports to the QC Manager.

i. Discrepancies that are observed during Special Inspections must be reported to the QC Manager for correction. If discrepancies are not corrected before the special inspector leaves the site the observed discrepancies must be documented in the daily report.

j. Submit a biweekly Special Inspections report until all work requiring Special Inspections is complete. A report is required for each biweekly period in which Special Inspections activity occurs, and must include the following:

(1) A brief summary of the work performed during the reporting time frame.

(2) Changes and discrepancies with the drawings, specifications and mechanical or electrical component certification, that were observed during the reporting period.

(3) Discrepancies which were resolved or corrected.

(4) A list of nonconforming items requiring resolution.

(5) All applicable test results including nondestructive testing reports.

k. At the completion of each Definable Feature of Work (DFOW) requiring Special Inspections, submit an interim report that documents the Special Inspections completed for that DFOW including corrections of all discrepancies noted in the daily reports. Interim reports of Special Inspections must be signed and dated by the SIOR.

l. At the completion of the project submit a comprehensive final report of Special Inspections that documents the Special Inspections completed for the project including corrections of all discrepancies noted in the daily reports. The comprehensive final report of Special Inspections must be signed, dated and bear the seal of the SIOR.

SECTION 01 45 35 Page 7

3.1.2 Quality Control Manager

a. Maintain a rework items list that includes discrepancies noted on the Special Inspectors daily report.

3.1.3 Special Inspectors

a. Inspect all elements of the project for which the special inspector is qualified to inspect and are identified in the Schedule of Special Inspections.

b. Attend preparatory phase meetings related to the Definable Feature of Work (DFOW) for which the special inspector is qualified to inspect.

c. Provide a copy of the daily reports to the QC Manager.

d. Report discrepancies that are observed during Special Inspections to the QC Manager for correction. If discrepancies are not corrected before the special inspector leaves the site the observed discrepancies must be documented in the daily report.

e. Submit a biweekly Special Inspection Report until all inspections are complete. A report is required for each biweekly period in which Special Inspections activity occurs, and must include the following:

(1) A brief summary of the work performed during the reporting time frame.

(2) Changes and discrepancies with the drawings, specifications and mechanical or electrical component certification, that were observed during the reporting period.

(3) Discrepancies which were resolved or corrected.

(4) A list of nonconforming items requiring resolution.

(5) All applicable test result including nondestructive testing reports.

f. At the completion of each DFOW requiring Special Inspections, submit an interim report of Special Inspections that documents the Special Inspections completed for that DFOW. Identify the inspector responsible for each item inspected and corrections of all discrepancies noted in the daily reports. The interim report of Special Inspections must be signed, dated and indicate the certification of the special inspector qualifying them to conduct the inspection.

g. At the completion of the project submit a comprehensive final report of Special Inspections that documents the Special Inspections completed for the project and corrections of all discrepancies noted in the daily reports. The comprehensive final report of Special Inspections must be signed, dated and indicate the certification of the special inspector qualifying them to conduct the inspection.

h. Submit daily reports to the SIOR.

SECTION 01 45 35 Page 8

3.2 DEFECTIVE WORK

Check work as it progresses, but failure to detect any defective work or materials must in no way prevent later rejection if defective work or materials are discovered, nor obligate the Contracting Officer to accept such work.

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Statement of Special Inspections Page 1 of 2

Pump Stations - To framing and edge conditions Pump Stations - Horizontal flexible diaphragm Pump Stations - Horizontal rigid diaphragm

Horizontal LFRS Elements Notes Mezzanine level concrete filled metal deck Roof level metal deck Deck attachments

Pump Stations Pump Stations Pump Stations Pump Stations

Following is a listing of critical main wind/seismic force resisting systems for this structure. Carefully inspect these elements as part of the roles and responsiblities of the Special Inspector (reference the Schedule of Special Inspections for inspection checklists).

Lateral Force Resisting System (LFRS) 2018 IBC 1704.3.2 and 1704.3.3

Vertical LFRS Elements Notes Ordinary reinforced concrete shear walls Wall dowels into foundation Deep foundation placements Deep foundation embedment into mat foundation

Hazardous Occupancy or attached to such?

STATEMENT OF SPECIAL INSPECTIONS

Special Inspector of Record (SIOR) A Special Inspector of Record (SIOR)

SIOR Name (Registered Professional):

Professional Registration Number:

Consulting Firm Name (if any):

SIOR Office AND Mobile Phone Number:

IS

Group H Occupancies required (per UFGS 01 45 35, Section 1.3.8)

P678 - DD8 Saltwater System - Phase 2 Portsmouth, VA N4008518D1100 10/6/2021

Project Seismic Design Category:

Project Risk Category:

Project Design Wind Speed (mph):

Number of Stories:

Structure Height Above Grade (ft):

Project:

Location:

Project #:

Date:

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4.

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10/6/2021 N4008518D1100 Portsmouth, VA P678 - DD8 Saltwater System - Phase 2

Designated Seismic Systems (DSS)

Final Walk Down Inspection and Report

(UFC 3 301 01 SECTION 2-5.4)

Designated Seismic Systems shall receive a final walk-down inspection by the Registered Design Professional in Responsible Charge

Final Walk Down Report, Prepared by the Registered Design Professional in Responsible Charge, Must Include:

1. Record observations of Final Walk Down Inspection

2. Document that Inspections were performed in accordance with the Schedule of Special Inspections

3. Document that all Designated Seismic Systems are installed according to construction/manufacturer document requirements, and that Compliance Certificates have been collected (UFC 03 301 01, 3-6.2, 13.2.2.2).

Statement of Special Inspections Page 2 of 2

Saltwater Supply Pumps and Piping Systems Pump Instrumentation and Control Systems Surge Tanks Strainers Fuel tank and accessories

(2018 IBC 1705.13.3) (ASCE 7-16, 13.2.2, C13.2.2) (UFC 3-301-1, 2-5.3)

Non-structural 'Designated Seismic Systems' (DSS) must remain operable and contain hazardous substances following a design earthquake. Accordingly, all Designated Seismic Systems must be listed below and must be certified by the manufacturer to remain both operable and/or to contain hazardous substances after a design earthquake per UFC 3-301-01, Section 3-6.2. Submit said Certificates of Compliance to the Contracting Officer for each DSS after they have been reviewed and accepted by the EOR/DOR.

Additionally, the below listed Designated Seismic Systems must be carefully inspected by the Special Inspector according to the requirements noted in the Schedule of Special Inspections, Section AA.

ELECTRICAL Designated Seismic Systems (DSS) Requiring a Certificate of Compliance

If additional space is required, append an additional sheet listing the remaining DSS

If additional space is required, append an additional sheet listing the remaining DSS

Emergency Generator (Spec 26 32 15.00) Switchgears (Spec 26 13 26.00 25) Safety Switches (Spec 26 20 00) Motor Starters under 600V (Spec 26 29 23) Panelboards (Spec 26 20 00)

MECHANICAL/PLUMBING Designated Seismic Systems (DSS) Requiring a Certificate of Compliance

OTHER Designated Seismic Systems (DSS) Requiring a Certificate of Compliance Building egress stair systems Building fire sprinkler systems

Project P678 - DD8 Saltwater System - Phase 2 Location Portsmouth, VA Project # N4008518D1100

Date 10/6/2021

6 Transformers (Spec 26 20 00) 7 Lighting Fixtures (Spec 26 51 00) 8 SCADA Wall Cabinet (Spec 27 10 00) 9 Automatic Transfer Switch

Additional ELECTRICAL Designated Seismic Systems (DSS) requiring a Certificate of Compliance

SCHEDULE OF SPECIAL INSPECTIONS FOR UFGS 01 45 35 REVISED FOR IBC 2018 ON 03/01/20

SCHEDULE OF SPECIAL INSPECTIONS

Reference UFGS 01 45 35 for all requirements not noted as part of this schedule.

INSPECTION DEFINITIONS:

PERFORM: Perform these tasks for each weld, fastener or bolted connection, and noted verification.

OBSERVE: Observe these items randomly during the course of each work day to insure that applicable requirements are being met. Operations need not be delayed pending these inspections at contractor’s risk.

DOCUMENT: Document, with a report, that the work has been performed in accordance with the contract documents. This is in addition to any other reports required in the Special Inspections guide specification.

CONTINUOUS: Constant monitoring of identified tasks by a special inspector over the duration of performance of said tasks.

The Seismic Design Category for this project is: ☐ A, ☐ B, ☒ C, ☐ D, ☐ E, ☐ F (check appropriate box)

SCHEDULE OF SPECIAL INSPECTIONS FOR UFGS 01 45 35 REVISED FOR IBC 2018 ON 03/01/20

STRUCTURAL - STEEL – WELDING SECTION

ALL OR PORTIONS OF THIS SECTION ARE APPLICABLE IF BOX IS CHECKED: ☒

STEEL INSPECTION PRIOR TO WELDING – VERIFY THE FOLLOWING ARE IN COMPLIANCE

2018 IBC 1705.2.1, AISC 360-16: Table C-N5.4-1

TASK INSPECTION TYPE1 DESCRIPTION

1. Verify that the welding procedures specification (WPS) is available

PERFORM

2. Verify manufacturer certifications for welding consumables are available

PERFORM

3. Verify material identification PERFORM Type and grade.

4. Welder Identification

System PERFORM The fabricator or erector, as applicable, shall maintain a system by which a welder who has welded a joint or member can be identified. Stamps, if used, shall be the low-stress type.

5. Fit-up of groove welds (including joint geometry)

OBSERVE Joint preparation Dimensions (alignment, root opening, root face, bevel) Cleanliness (condition of steel surfaces) Tacking (tack weld quality and location) Backing type and fit (if applicable)

6. Configuration and finish of access holes

OBSERVE

7. Fit-up of fillet welds OBSERVE Dimensions (alignment, gaps at root) Cleanliness (condition of steel surfaces) Tacking (tack weld quality and location)

STEEL INSPECTION DURING WELDING – VERIFY THE FOLLOWING ARE IN COMPLIANCE

2018 IBC 1705.2.1, AISC 360-16: Table C-N5.4-2

TASK INSPECTION TYPE DESCRIPTION

8. Use of qualified welders PERFORM Welding by welders, welding operators, and tack welders who are qualified in conformance with requirements.

9. Control and handling of welding consumables OBSERVE Packaging

Electrode atmospheric exposure control

10. No welding over cracked tack welds

OBSERVE

11. Environmental conditions OBSERVE Wind speed within limits Precipitation and temperature

12. Welding Procedures Specification followed

OBSERVE Settings on welding equipment Travel speed Selected welding materials Shielding gas type/flow rate Preheat applied Interpass temperature maintained (min./max.)

Proper position (F, V, H, OH) Intermix of filler metals avoided

13. Welding techniques OBSERVE Interpass and final cleaning Each pass within profile limitations Each pass meets quality requirements

1 PERFORM: Perform these tasks for each weld, fastener or bolted connection, and required verification.

OBSERVE: Observe these items on a random sampling basis daily to insure that applicable requirements are met. Operations need not be delayed pending these inspections at contractor’s risk.

SCHEDULE OF SPECIAL INSPECTIONS FOR UFGS 01 45 35 REVISED FOR IBC 2018 ON 03/01/20

STRUCTURAL - STEEL – WELDING SECTION (CONTINUED)

STEEL INSPECTION AFTER WELDING – VERIFY THE FOLLOWING ARE IN COMPLIANCE

2018 IBC 1705.2.1, AISC 360-16: Table C-N5.4-3

TASK INSPECTION TYPE 1 DESCRIPTION

14. Welds cleaned OBSERVE

15. Size, length, and location of all welds PERFORM Size, length, and location of all welds conform to the requirements of the detail drawings.

16. Welds meet visual acceptance criteria

PERFORM AND

DOCUMENT

Crack prohibition Weld/base-metal fusion Crater cross section Weld profiles Weld size Undercut Porosity

17. Arc strikes PERFORM

18. k-area PERFORM When welding of doubler plates, continuity plates or stiffeners has been performed in the k-area, visually inspect the web k-area for cracks.

19. Backing removed, weld tabs removed and finished, and fillet welds added where required

PERFORM

20. Repair activities PERFORM AND

DOCUMENT

21. Document acceptance or rejection of welded joint or member

PERFORM

END SECTION

1 PERFORM: Perform these tasks for each weld, fastener or bolted connection, and required verification.

DOCUMENT: Document in a report that the work has been performed as required. This is in addition to all other required reports.

SCHEDULE OF SPECIAL INSPECTIONS FOR UFGS 01 45 35 REVISED FOR IBC 2018 ON 03/01/20

STRUCTURAL - STEEL – BOLTING SECTION

STEEL INSPECTION TASKS PRIOR TO BOLTING – VERIFY THE FOLLOWING ARE IN COMPLIANCE

2018 IBC 1705.2.1, AISC 360-16: Table C-N5.6-1

TASK INSPECTION TYPE 1 DESCRIPTION

1. Manufacture’s certifications available for fastener materials

PERFORM

2. Fasteners marked in accordance with ASTM requirements

OBSERVE

3. Proper fasteners selected for joint detail (grade, type, bolt length if threads are to be excluded from shear plane)

OBSERVE

4. Proper bolting procedure selected for joint detail

OBSERVE

5. Connecting elements, including appropriate faying surface condition and hole preparation, if specified, meet applicable requirements

OBSERVE

6. Proper storage provided for bolts, nuts, washers, and other fastener components

OBSERVE

STEEL INSPECTION TASKS DURING BOLTING – VERIFY THE FOLLOWING ARE IN COMPLIANCE

2018 IBC 1705.2.1, AISC 360-16: Table C-N5.6-2

TASK INSPECTION TYPE 1 DESCRIPTION

7. Fastener assemblies of suitable condition, placed in all holes and washers (if required) are positioned as required

OBSERVE

8. Joint brought to the snug-tight condition prior to pretensioning operation

OBSERVE

9. Fastener component not turned by the wrench prevented from rotating

OBSERVE

10. Bolts are pretensioned in accordance with RCSC Specification, progressing systematically from the most rigid point toward the free edges

OBSERVE

STEEL INSPECTION TASKS AFTER BOLTING – VERIFY THE FOLLOWING ARE IN COMPLIANCE

IBC 1705.2.1, AISC 360-10: Table C-N5.6-3

TASK INSPECTION TYPE 1 DESCRIPTION

11. Document acceptance or rejection of all bolted connections

1 PERFORM: Perform these tasks for each weld, fastener or bolted connection, and required verification.

OBSERVE: Observe these items on a random sampling basis daily to insure that applicable requirements are met. Operations need

DOCUMENT: Document in a report that the work has been performed as required. This is in addition to all other required reports.

SCHEDULE OF SPECIAL INSPECTIONS FOR UFGS 01 45 35 REVISED FOR IBC 2018 ON 03/01/20

STRUCTURAL - STEEL - NON DESTRUCTIVE TESTING SECTION

NONDESTRUCTIVE TESTING OF WELDED JOINTS – VERIFY THE FOLLOWING ARE IN COMPLIANCE

2018 IBC 1705.2.1, AISC 360-16: Section N5.5

TASK INSPECTION TYPE 1 DESCRIPTION

1. Use of qualified nondestructive testing personnel

PERFORM Visual weld inspection and nondestructive testing (NDT) shall be conducted by personnel qualified in accordance with AWS D1.8 clause 7.2

2. CJP groove welds OBSERVE [NOTE: DOR must delete this row if section D (SEISMIC PROVISIONS SECTION) is checked] Dye penetrant testing (DT) and ultrasonic testing (UT) shall be performed on 20% of CJP groove welds for materials greater than 5/16” (8mm) thick. Testing rate must be increased to 100% if greater than 5% of welds tested have unacceptable defects.

3. Welded joints subject to fatigue

OBSERVE Dye penetrant testing (DT) and Ultrasonic testing (UT) shall be performed on 100% of welded joints identified on contract drawings as being subject to fatigue.

4. Weld tab removal sites OBSERVE At the end of welds where weld tabs have been removed, magnetic particle testing shall be performed on the same beam-to-column joints receiving UT

1 PERFORM: Perform these tasks for each weld, fastener or bolted connection, and required verification.

OBSERVE: Observe these items on a random sampling basis daily to insure that applicable requirements are met. Operations need

SCHEDULE OF SPECIAL INSPECTIONS FOR UFGS 01 45 35 REVISED FOR IBC 2018 ON 03/01/20

STRUCTURAL - STEEL – AISC 341 REQUIREMENTS (SEISMIC PROVISIONS) SECTION

ALL OR PORTIONS OF THIS SECTION ARE APPLICABLE IF BOX IS CHECKED: ☐

NONDESTRUCTIVE TESTING OF WELDED JOINTS – VERIFY THE FOLLOWING ARE IN COMPLIANCE

2018 IBC 1705.2.1, AISC 341-16: Section J6.2

TASK INSPECTION TYPE 1 DESCRIPTION

[NOTE: DOR may uncheck this section for projects NOT designed in accordance with AISC 341 (Seismic Provisions) or for projects designed according to AISC 341, but using an R value equal to 3]

5. CJP groove welds OBSERVE Dye penetrant testing (DT) and ultrasonic testing (UT) shall be performed on 100% of CJP groove welds for materials greater than 5/16” thick (8mm).

6. Beam cope and access hole.

OBSERVE At welded splices and connections, thermally cut surfaces of beam copes and access holes shall be tested using magnetic particle testing (MT) or dye penetrant testing (DT), when the flange thickness exceeds 1 1/2 in. for rolled shapes, or when the web thickness exceeds 1 1/2 in. for built-up shapes.

7. K-area NDT (AISC 341)

PERFORM Where welding of doubler plates, continuity plates or stiffeners has been performed in the k-area, the web shall be tested for cracks using magnetic particle testing (MT). The MT inspection area shall include the k-area base metal within 3-inches of the weld. The MT shall be performed no sooner than 48 hours following completion of the welding.

8. Placement of reinforcing or contouring fillet welds

1 PERFORM: Perform these tasks for each weld, fastener or bolted connection, and required verification.

OBSERVE: Observe these items on a random sampling basis daily to insure that applicable requirements are met. Operations need

DOCUMENT: Document in a report that the work has been performed as required. This is in addition to all other required reports.

SCHEDULE OF SPECIAL INSPECTIONS FOR UFGS 01 45 35 REVISED FOR IBC 2018 ON 03/01/20

STRUCTURAL - STEEL - COMPOSITE CONSTRUCTION 1

COMPOSITE CONSTRUCTION PRIOR TO PLACING CONCRETE – VERIFY THE FOLLOWING ARE IN COMPLIANCE 2018 IBC 1705.2.1, AISC 360-16: Table N6.1, AISC 341-16: Table J9.1

TASK INSPECTION TYPE 2 DESCRIPTION

1. Placement and installation of steel headed stud anchors

PERFORM

2. Material identification of reinforcing steel (Type/Grade)

OBSERVE

3. Determination of carbon equivalent for reinforcing steel other than ASTM A706

OBSERVE

4. Proper reinforcing steel size, spacing, clearances, support, and orientation

OBSERVE

5. Reinforcing steel has not been re-bent in the field

OBSERVE

6. Reinforcing clearances have been provided

OBSERVE

7. Reinforcing steel has been tied and supported as required

OBSERVE

8. Composite member has required size

OBSERVE

STRUCTURAL - STEEL - OTHER INSPECTIONS

OTHER STEEL INSPECTIONS – VERIFY THE FOLLOWING ARE IN COMPLIANCE

2018 IBC 1705.2.1, AISC 341-16: Tables J8.1 & J10.1

TASK INSPECTION TYPE 2 DESCRIPTION

1. Anchor rods and other embedments supporting structural steel

PERFORM Verify the diameter, grade, type, and length of the anchor rod or embedded item, and the extent or depth of embedment prior to placement of concrete.

2. Fabricated steel or erected steel frame

OBSERVE Verify compliance with the details shown on the construction documents, such as braces, stiffeners, member locations and proper application of joint details at each connection.

3. Reduced beam sections (RBS) where/if occurs

DOCUMENT Contour and finish Dimensional tolerances

4. Protected zones DOCUMENT No holes or unapproved attachments made by fabricator or erector

5. H-piles where/if occurs DOCUMENT No holes or unapproved attachments made by the responsible contractor

1 See Concrete Construction Section for all concrete related inspection of composite steel construction.

2 PERFORM: Perform these tasks for each weld, fastener or bolted connection, and required verification.

OBSERVE: Observe these items on a random sampling basis daily to insure that applicable requirements are met. Operations need

DOCUMENT: Document in a report that the work has been performed as required. This is in addition to all other required reports.

SCHEDULE OF SPECIAL INSPECTIONS FOR UFGS 01 45 35 REVISED FOR IBC 2018 ON 03/01/20

STRUCTURAL - COLD-FORMED METAL DECK - PLACEMENT SECTION

METAL DECK INSPECTION PRIOR TO DECK PLACEMENT – VERIFY THE FOLLOWING ARE IN COMPLIANCE SDI QA/QC-2011, Appendix 1, Table 1.1

TASK INSPECTION TYPE 1 DESCRIPTION

1. Verify compliance of materials

(deck and all deck accessories) with construction documents, including profiles, material properties, and base metal thickness

PERFORM

2. Document acceptance or rejection of deck and deck accessories

DOCUMENT

METAL DECK INSPECTION DURING DECK PLACEMENT – VERIFY THE FOLLOWING ARE IN COMPLIANCE SDI QA/QC-2011, Appendix 1, Table 1.2

TASK INSPECTION TYPE 1 DESCRIPTION

3. Verify compliance of deck and all deck accessories installation with construction documents

PERFORM

4. Verify deck materials are represented by the mill certifications that comply with the construction documents

PERFORM

5. Document acceptance or rejection of installation of deck and deck accessories

DOCUMENT

METAL DECK INSPECTION AFTER DECK PLACEMENT – VERIFY THE FOLLOWING ARE IN COMPLIANCE SDI QA/QC-2011, Appendix 1, Table 1.3

TASK INSPECTION TYPE 1 DESCRIPTION

6. Welding procedure specification

(WPS) available

PERFORM

7. Manufactures certifications for welding consumables available

OBSERVE

8. Material identification (type/grade)

OBSERVE

9. Check welding equipment OBSERVE

1 PERFORM: Perform these tasks for each weld, fastener or bolted connection, and required verification.

OBSERVE: Observe these items on a random sampling basis daily to insure that applicable requirements are met. Operations need

DOCUMENT: Document in a report that the work has been performed as required. This is in addition to all other required reports.

SCHEDULE OF SPECIAL INSPECTIONS FOR UFGS 01 45 35 REVISED FOR IBC 2018 ON 03/01/20

STRUCTURAL - COLD-FORMED METAL DECK – WELDING SECTION

METAL DECK INSPECTION DURING WELDING – VERIFY THE FOLLOWING ARE IN COMPLIANCE

SDI QA/QC-2011, Appendix 1, Table 1.4

TASK INSPECTION TYPE 1 DESCRIPTION

1. Use of qualified welders OBSERVE

2. Control and handling of welding consumables

OBSERVE

3. Environmental conditions (wind speed, moisture, temperature)

OBSERVE

4. WPS followed OBSERVE

METAL DECK INSPECTION AFTER WELDING – VERIFY THE FOLLOWING ARE IN COMPLIANCE

SDI QA/QC-2011, Appendix 1, Table 1.5

TASK INSPECTION TYPE 1 DESCRIPTION

5. Verify size and location of welds, including support, sidelap, and perimeter welds.

PERFORM

6. Welds meet visual acceptance criteria

PERFORM

7. Verify repair activities PERFORM

8. Document acceptance or rejection of welds

1 PERFORM: Perform these tasks for each weld, fastener or bolted connection, and required verification.

OBSERVE: Observe these items on a random sampling basis daily to insure that applicable requirements are met. Operations need

DOCUMENT: Document in a report that the work has been performed as required. This is in addition to all other required reports.

SCHEDULE OF SPECIAL INSPECTIONS FOR UFGS 01 45 35 REVISED FOR IBC 2018 ON 03/01/20

STRUCTURAL - COLD-FORMED METAL DECK – FASTENING SECTION

METAL DECK INSPECTION BEFORE MECHANICAL FASTENING – VERIFY THE FOLLOWING ARE IN COMPLIANCE SDI QA/QC-2011, Appendix 1, Table 1.6

TASK INSPECTION TYPE 1 DESCRIPTION

1. Manufacturer installation instructions available for mechanical fasteners

OBSERVE

2. Proper tools available for fastener installation

OBSERVE

METAL DECK INSPECTION DURING MECHANICAL FASTENING – VERIFY THE FOLLOWING ARE IN COMPLIANCE SDI QA/QC-2011, Appendix 1, Table 1.7

TASK INSPECTION TYPE 1 DESCRIPTION

3. Fasteners are positioned as required

OBSERVE

4. Fasteners are installed in accordance with manufacturer's instructions

OBSERVE

METAL DECK INSPECTION AFTER MECHANICAL FASTENING – VERIFY THE FOLLOWING ARE IN COMPLIANCE SDI QA/QC-2011, Appendix 1, Table 1.8

TASK INSPECTION TYPE 1 DESCRIPTION

5. Check spacing, type, and installation of support fasteners

PERFORM

6. Check spacing, type, and installation of sidelap fasteners

PERFORM

7. Check spacing, type, and installation of perimeter fasteners

PERFORM

8. Verify repair activities PERFORM

9. Document acceptance or rejection of mechanical fasteners

1 PERFORM: Perform these tasks for each weld, fastener or bolted connection, and required verification.

OBSERVE: Observe these items on a random sampling basis daily to insure that applicable requirements are met. Operations need

DOCUMENT: Document in a report that the work has been performed as required. This is in addition to all other required reports.

SCHEDULE OF SPECIAL INSPECTIONS FOR UFGS 01 45 35 REVISED FOR IBC 2018 ON 03/01/20

STRUCTURAL - LIGHT GAUGE STEEL FRAMING AND/OR LIGHT GAUGE TRUSSES SECTION

LIGHT GAUGE STEEL CONSTRUCTION AND CONNECTIONS – VERIFY THE FOLLOWING ARE IN COMPLIANCE

IBC 1705.2.2, 1705.11.2, 1705.11.3, UFC 4 023 03

TASK INSPECTION TYPE1 DESCRIPTION

1. Trusses spanning 60-feet or greater where/if applies

PERFORM Verify that temporary and permanent truss restraint/bracing is installed in accordance with approved truss submittal package.

2. Welded connections (seismic and/or wind resisting system)

OBSERVE Visually inspect all welds composing part of the main wind or seismic force resisting system, including shearwalls, braces, collectors (drag struts), and hold-downs.

[NOTE: DOR must identify critical wind and/or seismic force resisting welds in the contract drawings so that the special inspector can confirm compliance.]

3. Connections (seismic and/or wind resisting system)

OBSERVE Visually inspect all screw attachment, bolting, anchoring and other fastening of components within the main wind or seismic force resisting system, including roof deck, roof framing, exterior wall covering, wall to roof/floor connections, braces, collectors (drag struts) and hold-downs.

[NOTE: DOR must identify critical wind and/or seismic force resisting connection/fastener components in the contract drawings so that the special inspector can confirm compliance.]

4. Cold-formed steel (progressive collapse resisting system where/if applies)

OBSERVE Verify proper welding operations, screw attachment, bolting, anchoring and other fastening of components within the progressive collapse resisting system, including horizontal tie force elements, vertical tie force elements and bridging elements (UFC 4 023 03).

[NOTE: DOR must identify critical progressive collapse resisting connection/fastener components in the contract drawings so that the special inspector can confirm compliance.]

STRUCTURAL - OPEN-WEB STEEL JOISTS SECTION

OPEN-WEB STEEL JOISTS AND JOIST GIRDERS – VERIFY THE FOLLOWING ARE IN COMPLIANCE

IBC TABLE 1705.2.3

TASK INSPECTION TYPE 1 DESCRIPTION

1. Installation of open-web steel joists and joist girders

OBSERVE End connections – welded or bolted Bridging – horizontal and diagonal

1 PERFORM: Perform these tasks for each weld, fastener or bolted connection, and required verification.

OBSERVE: Observe these items on a random sampling basis daily to insure that applicable requirements are met. Operations need

SCHEDULE OF SPECIAL INSPECTIONS FOR UFGS 01 45 35 REVISED FOR IBC 2018 ON 03/01/20

STRUCTURAL - CONCRETE CONSTRUCTION SECTION

CONCRETE CONSTRUCTION, INCLUDING COMPOSITE DECK – VERIFY THE FOLLOWING ARE IN COMPLIANCE

IBC TABLE 1705.3 (ACI 318 REFERENCES NOTED IN IBC TABLE)

TASK INSPECTION TYPE 1 DESCRIPTION

1. Inspect reinforcement, including prestressing tendons, and verify placement.

OBSERVE Verify prior to placing concrete that reinforcing is of specified type, grade and size; that it is free of oil, dirt and unacceptable rust; that it is located and spaced properly; that hooks, bends, ties, stirrups and supplemental reinforcement are placed correctly; that lap lengths, stagger and offsets are provided; and that all mechanical connections are…