140P2022R0036-0002_Att03a-STLI_305028-Specifications-Rev_221017_0002.pdf

ELLIS ISLAND

STATUE OF LIBERTY NATIONAL MONUMENT

NEW YORK, NY

REPLACE DETERIORATED CLERESTORY WINDOWS

MAIN IMMIGRATION BUILDING

STLI

PMIS NO. 305028

PROJECT SPECIFICATIONS

CONSTRUCTION DOCUMENTS

NATIONAL PARK SERVICE

DENVER SERVICE CENTER

April 23, 2021

STATUE OF LIBERY NATIONAL MONUMENT

CONSTRUCTION DOCUMENTS

STLI - 305028 TOC - 1

April 23, 2021 TABLE OF CONTENTS

TABLE OF CONTENTS

DIVISION 01 – GENERAL REQUIREMENTS

011100 Summary of Work

012601 Contract Modification Procedures

012700 Definition of Contract Line Items

013100 Project Management & Coordination

013216 Construction Schedule

013233 Photographic Documentation for Historic Preservation Projects

013323 Submittal Procedures

013523 Safety Requirements

013591 Historic Preservation Treatment Procedures

014000 Quality Requirements

014200 Reference Standards

015000 Temporary Facilities and Controls

015719.11 Indoor Air Quality Management

015719.12 Noise & Acoustics Management

016700 Product Requirements

017340 Execution

017419 Construction Waste Management and Disposal

017700 Closeout Procedures

017823 Operation and Maintenance Data

018113 Sustainable Design Requirements for Non-LEED Projects

DIVISION 02 – EXISTING CONDITIONS

022600 Asbestos Abatement

024296 Historic Removal and Dismantling

DIVISION 04 – MASONRY

040320 Historic Masonry Repair and Repointing

DIVISION 05 – METALS

050373 Historic Decorative Metal Refinishing

DIVISION 08 – OPENINGS

085200 Wood Windows gpais Cross-Out gpais Cross-Out gpais Cross-Out gpais Text Box Crossed out sections have been omitted from this document. Refer to the STLI 312431 for Division 1 Specifications and Asbestos Abatement. For 013323, 014000, and 017823, refer to the attachments in this document in conjunction with the requirements in the 312431 specifications.

gpais Text Box Submittal List Only gpais Text Box Closeout O&M Requirements Template Only gpais Text Box Statement of Structural Tests and Special Inspections Only gpais Cross-Out gpais Cross-Out

SUBMITTAL LIST

Park Acronym/Project Management Information System (PMIS) Number: STLI 305028

Project Title: Replacement of Clerestory Windows

SUBMITTAL REQUIREMENTS

(Indicate with X)

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013100 1.4 Project Management and Coordination

Division 01 Documents X

013218 1.3 Construction Schedule

Schedule of Values X

Construction Baseline Schedule X

Critical Path Method (CPM) Reports X

Construction Schedule Updates X

Construction Schedule Revisions and Time Impact Analysis X

013233 1.2 Photo Documentation for Historic Preservation Projects

Construction Images X

Closeout/Project Record Photographs X

013523 1.2 Safety Requirements

Accident Prevention Plan X

Helicopter Service Accident Prevention Plan X

013591 1.3 Historic Preservation Treatment Procedures

Historic Preservation Treatment Plan X

Alternative Methods and Materials X

Photographs or Videotape of Existing Conditions X

014000 1.4 Quality Requirements

Quality Control Plan X

Qualification Data X

Contractor Quality Control (CQC) Daily Reports X

Test Reports X

Off-Site Inspection Reports X

Permits, Licenses, and Certificates X

015000 1.4 Temporary Facilities and Controls

Temporary Enclosures Product Data X

Temporary Enclosures Drawings X

015719 1.4 Indoor Air Quality Management

Indoor Air Quality (IAQ) Management Plan X

Product Data X

Inspection and Test Reports X

016700 1.3 Product Requirements

Record Submittals X X

017340 1.2 Execution

Submittal List with Review Estimate Template | National Park Service (NPS) - Denver Service Center (DSC) page 1 of 3

Project Title: Replacement of Clerestory Windows

SUBMITTAL REQUIREMENTS

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Landfill Receipts X

Quantity Surveys X

017419 1.4 Construction Waste Management and Disposal

Waste Management Plan X

Progress Documentation X

Waste Reduction Calculations X

Qualification Data X

Closeout Submittals X

017700 1.3 Closeout Procedures

Environmental Record Documents X

Posted Operating Instructions X

Tools, Spare Parts, Extra Materials, and Similar Items X

017823 1.2 Operation and Maintenance Data

Operation and Maintenance Manual X

018113 1.3 Sustainable Design Requirements - Non LEED Projects

Federal Sustainability Documentation Submittals X

022600 1.4 Asbestos Abatement

Shop Drawings X

Detailed Drawings X

Product Data X

Test Reports X

Certificates X

024296 Historic Removal and Dismantling

1.5 Qualification Data X

Removal and Dismantling Historic Treatment Program X

Inventory of Salvaged Items X

1.6 Preconstruction Documentation X

List of Items to be Salvaged X

040320 Historic Masonry Repair and Repointing

1.7 Quality-Control Program X

Masonry Historic Treatment Program X

Product Data X

Shop Drawings X

Samples (for Initial Selection and Verification) X

Qualification Data X

Submittal List with Review Estimate Template | National Park Service (NPS) - Denver Service Center (DSC) page 2 of 3

Project Title: Replacement of Clerestory Windows

SUBMITTAL REQUIREMENTS

(Indicate with X)

INFORMATIONAL ACTION

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Preconstruction Test Reports X

1.8 Maintenance Data X

Special Warranty for Sheet Metal Flashing X

1.9 Mockups - as specified in Section X

050373 Historic Decorative Metal Refinishing

1.4 Product Data X

Shop Drawings X

Samples (for Initial Selection and Verification) X

1.5 Qualification Data X

Decorative Metal Historic Treatment Program X

1.6 Mockups - as specified in Section X

085200 Wood Windows

1.5 Product Data X

Sustainable Design Submittals X

Shop Drawings X

Samples (for Initial Selection and Verification) X

Product Schedule X

Qualification Data X

Delegated-Design Submittal X

1.6 Product Test Reports X

Field Quality-Control Reports X

Sample Warranties X

1.7 Certification by Wood Window Manufacturer X

Maintenance Data X

Maintenance Materials X

1.9 Mockups - as specified in Section X

Submittal List with Review Estimate Template | National Park Service (NPS) - Denver Service Center (DSC) page 3 of 3

STLI - 305028 Statement of Structural Tests and Special Inspections, 4-23-21 Page 1 of 14

Statement of Structural Tests and Special Inspections

National Park Service - Denver Service Center

Park: Statue of Liberty National Monument – Ellis Island

PMIS: 305028

Project Name: Main Immigration Building - Replacement of Clerestory Windows

Structural Engineering Firm: Old Structures Engineering, PC

This Statement of Structural Tests and Special Inspections is being submitted as required by

Chapter 17 of the 2015 International Building Code (IBC-15). It includes the following:

1. Seismic requirements

2. Wind requirements

3. Qualification requirements for Inspectors and Testing Technicians

4. Listing of Required Structural Tests and Special Inspections

The Construction Contractor’s Quality Control Supervisor will provide copies of all special inspection reports and associated documentation to the Contracting Officer. The Construction

Contractor will be required to correct all deficiencies discovered in the Special Inspection and

Structural Testing program.

Prepared by:

(Type or print name)

Signature Date PE or SE Stamp

STLI - 305028 Statement of Structural Tests and Special Inspections, 4-23-21 Page 2 of 14

Seismic and Wind Requirements

Seismic Requirements, IBC-15 Section 1704.3

Description of seismic-force-resisting system and designated seismic systems subject to special inspections:

Not Applicable

Wind Requirements, IBC-15 Section 1704.3

Description of wind-force-resisting system and designated wind systems subject to special inspections:

Replacement windows

STLI - 305028 Statement of Structural Tests and Special Inspections, 4-23-21 Page 3 of 14

Instructions:

1. Place an “X” in the column titled “Required?” for all Special Inspections and Tests required for this project.

2. In the column marked “Required Qualifications” provide the qualifications for the special inspector, using the list beginning on page 4, for all required Structural Tests and Special

Inspections.

3. For those items listed as “Continuous,” continuous special inspection shall be as defined in Section 1702.1 and Chapter 2, IBC-15.

4. For those items listed as “Periodic” provide the minimum number of tests, i.e. 20% of all field welds, or the amount of work to be inspected (e.g. 10% of all wall surfaces).

5. Attach completed Statement of Structural Tests and Special Inspections to the end of the

Specification Section 01 40 00, Quality Requirements.

STLI - 305028 Statement of Structural Tests and Special Inspections, 4-23-21 Page 4 of 14

Qualification Requirements for Inspectors and Testing Technicians

PE/SE Structural Engineer – licensed PE or SE specializing in the design of buildings and structures

PE/GE Geotechnical Engineer – licensed PE specializing in soil mechanics and foundations

EIT Engineer-In-Training – graduate engineer who has passed the Fundamentals of engineering examination

American Concrete Institute (ACI) Certification

ACI-CCSI Concrete Construction Special Inspector

ACI-LTT Concrete Laboratory Testing Technician Level 1 or 2

ACI-STT Concrete Strength Testing Technician

ACI-FTT Concrete Field Testing Technician – Grade I

American Society of Non-Destructive Testing (ASNT) Certification

Non-Destructive Testing Technician – Level II or III

American Welding Society (AWS) Certification

AWS-CWI Certified Welding Inspector

Exterior Design Institute (EDI) Certification

EDI-EIFS Certified EIFS inspector

International Code Council (ICC) Certification

ICC-PCSI Prestressed Concrete Special Inspector

ICC-RCSI Reinforced Concrete Special Inspector

ICC-SSI Soils Special Inspector

ICC-SFSI Spray-applied Fireproofing Special Inspector

ICC-SMSI Structural Masonry Special Inspector

ICC-SSBSI Structural Steel and Bolting Special Inspector

ICC-SWSI Structural Welding Special Inspector

National Institute for Certification in Engineering Technologies (NICET) Certification

NICET-CT Concrete Technician – Levels I, II, III and IV

NICET-GET Geotechnical Engineering Technician - Levels I, II, III and IV

NICET-ST Soils Technician - Levels I, II, III and IV

STLI - 305028 Statement of Structural Tests and Special Inspections, 4-23-21 Page 5 of 14

Listing of Required Structural Tests and Special Inspections eq u ir ed

Structural Test or Special Inspection Required

Qualifications

C o n ti n u o u s

P er io d ic

F re q u en cy o f

P er io

T es t o r

In sp ec ti n

Steel Construction (ref: IBC-15 Section 1705.2, AISC 360-10 Chapter N, AISC 341-

10 Chapter J)

Prior to Welding (AISC 360-10 Table N5.4-1)

1. Welding procedure specifications (WPSs) available X

2. Manufacturer certifications for welding consumables available

X

3. Material identification (type/grade) X

4. Welder identification system X

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

a. Joint preparation X

b. Dimensions (alignment, root opening, root face, bevel) X

c. Cleanliness (condition of steel surfaces) X

d. Tacking (tack weld quality and location) X

e. Backing type and fit (if applicable) X

6. Configuration and finish of access holes X

7. Fit-up of fillet welds

a. Dimensions (alignment, gaps at root) X

b. Cleanliness (condition of steel surfaces) X

c. Tacking (tack weld quality and location) X

8. Check welding equipment X

During Welding (AISC 360-10 Table N5.4-2)

1. Use of qualified welders X

2. Control and handling of welding consumables

a. Packaging X

b. Exposure control X

3. No welding over cracked tack welds X

4. Environmental conditions

a. Wind speed within limits X

b. Precipitation and temperature X

5. WPS followed

a. Settings on welding equipment X

b. Travel speed X

c. Selected welding materials X

d. Shielding gas type/flow rate X

e. Preheat applied X

f. Interpass temperature maintained (min. /max.) X

STLI - 305028 Statement of Structural Tests and Special Inspections, 4-23-21 Page 6 of 14 u ir

Qualifications

C o n ti n u o u s

P er io q u

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In sp ec ti

g. Proper position (F, V, H, OH) X

h. Intermix of filler metals avoided unless approved (ref:

AISC 341-10)

X

6. Welding techniques

a. Interpass and final cleaning X

b. Each pass within profile limitations X

c. Each pass meets quality requirements X

After Welding (AISC 360-10 Table N5.4-3)

1. Welds cleaned X

2. Size, length and location of welds X

3. Welds meet visual acceptance criteria

a. Crack prohibition X

b. Weld/base-metal fusion X

c. Crater cross section X

d. Weld profiles X

e. Weld size X

f. Undercut X

g. Porosity X

4. Arc strikes X

5. k-area X

6. Backing removed and weld tabs removed (if required) X

7. Repair activities X

8. Document acceptance or rejection of welded joint or member

X

9. Placement of reinforcing or contouring fillet welds (if required) (ref: AISC 341-10)

X

10. Backing removed, weld tabs removed and finished, and fillet welds added (if required) (ref: AISC 341-10)

X

Nondestructive Testing (AISC 360-10 Section N5.5)

1. Risk Category II Structures - Perform Ultrasonic Testing on 10% of CJP groove welds in butt, T- and corner joints subject to transversely applied tension loading, in materials 5/16 in. thick or greater.

X

2. Risk Category III or IV Structures - Perform Ultrasonic

Testing on all CJP groove welds subject to transversely applied tension loading in butt, T- and corner joints, in materials 5/16 in. thick or greater.

X

3. Access Holes – Perform Magnetic Particle Testing or

Liquid Penetrant Testing when the flange thickness exceeds 2 in. for rolled shapes, or when the web thickness exceeds 2 in. for built-up shapes.

4. Welded Joints Subject to Fatigue X

STLI - 305028 Statement of Structural Tests and Special Inspections, 4-23-21 Page 7 of 14 u ir

Qualifications

C o n ti n u o u s

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Nondestructive Testing (AISC 341-10 Section J6.2)

1. k-area X

2. CJP Groove weld X

3. Lamellar tearing X

4. Beam cope and access hole X

5. Reduced beam section repair X

6. Weld tab removal X

Prior to Bolting (AISC 360-10 Table N5.6-1)

These inspections are not required for snug-tight joints

1. Manufacturer’s certifications available for fastener materials

X

2. Fasteners marked in accordance with ASTM requirements X

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

X

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

X

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

X

6. Pre-installation verification testing by installation personnel observed and documented for fastener assemblies and methods used

X

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

During Bolting (AISC 360-10 Table N5.6-2)

These inspections are not required for snug-tight joints.

These inspections are not required for pretensioned joints and slip-critical joints, when the installer is using the turn-of-nut method with matchmarking techniques, the direct-tension-indicator method, or the twist-off-type tension control bolt method.

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

X

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

X

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

X

4. Fasteners are pretensioned in accordance with the RCSC

Specification, progressing systematically from the most rigid point toward the free edges

STLI - 305028 Statement of Structural Tests and Special Inspections, 4-23-21 Page 8 of 14 u ir

Qualifications

C o n ti n u o u s

P er io q u

P er io t o r

In sp ec ti

After Bolting (AISC 360-10 Table N5.6-3)

Document acceptance or rejection of bolted connections X

Other Inspection Tasks (AISC 360-10 Section N5.7)

1. Verify compliance of fabricated steel with the details shown on the approved shop drawings.

X

2. Verify compliance of the erected steel frame with the details shown on the approved erection drawings, including braces, stiffeners, member locations and joint details.

X

3. Anchor rods and other embedments support structural steel

a. Verify the diameter, grade, type and length of the anchor rod or embedded item.

X

b. Verify the extent or depth of embedment into the concrete.

X

4. RBS requirements, if applicable (ref: AISC 341-10)

a. Contour and finish X

b. Dimensional tolerances X

5. Protected zone—no holes and unapproved attachments made by fabricator or erector, as applicable (ref: AISC

341-10)

X

6. H-piles - Protected zone—no holes and unapproved attachments made by the responsible contractor, as applicable (ref: AISC 341-10)

Cold-formed Steel Deck (IBC-15 1705.2.2)

1. Special inspections in accordance with QA/QC-2011

Standard for Quality control and Quality assurance for

Installation of Steel Deck

Open-Web steel Joists and Joist Girders (IBC-15 Table 1705.2.3)

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

a. End connections – welding or bolted X

b. Bridging – horizontal or diagonal

1. Standard bridging X

2. Bridging that differs from the SJI specifications listed in Section 2207.1

STLI - 305028 Statement of Structural Tests and Special Inspections, 4-23-21 Page 9 of 14

Inspection of Composite Structures Prior to Concrete Placement (AISC 341-10 Table J9-1)

1. Material identification of reinforcing steel (Type/Grade) X

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

X

3. Proper reinforcing steel size, spacing and orientation X

4. Reinforcing steel has not been rebent in the field X

5. Reinforcing steel has been tied and supported as required X

6. Required reinforcing steel clearances have been provided X

7. Composite member has required size X

Inspection of Composite Structures During Concrete Placement (AISC 341-10 Table J9-2)

1. Concrete: Material identification (mix design, compressive strength, maximum large aggregate size, maximum slump)

X

2. Limits on water added at the truck or pump X

3. Proper placement techniques to limit segregation X

Inspection of Composite Structures After Concrete Placement (AISC 341-10 Table J9-3)

1. Achievement of minimum specified concrete compressive strength at specified age

Cold-formed Steel Trusses Spanning 60-feet or Greater (ref: IBC-15 Section 1705.2.4)

1. Verify temporary installation restraint/bracing installed in accordance with the approved shop drawings.

2. Verify permanent individual truss member restraint/bracing installed in accordance with the approved shop drawings.

Concrete Construction (ref: IBC-15 Table 1705.3)

1. Inspect reinforcing steel, including prestressing tendons, and placement.

2. Inspection of reinforcing steel welding in accordance with

Steel Construction section above.

3. Inspection of anchors cast in concrete. X

4. Inspection of anchors post-installed in hardened concrete members.

5. Verify use of approved design mix. X

6. Prior to placement fabricate specimens for strength tests, perform slump and air content tests, and determine the temperature of the concrete.

7. Inspect concrete and shotcrete placement for proper application techniques.

8. Inspect for maintenance of specified curing temperature and techniques.

9. Inspection of prestressed concrete:

a. Application of prestressing forces X

b. Grouting of bonded prestressing tendons in the seismic-force-resisting system.

10. Erection of precast structural members X

STLI - 305028 Statement of Structural Tests and Special Inspections, 4-23-21 Page 10 of 14

11. Verification of in-situ concrete strength, prior to stressing of tendons in post-tensioned concrete and prior to removal of shores and forms from beams and structural slabs.

12. Inspection formwork for shape, location and dimensions of the concrete member being formed.

Masonry Construction (ref: IBC-15 Section 1705.4)

1. Inspect masonry construction in accordance with IBC-15

Section 1705.4 and TMS 602-13/ACI 530.1-13/ASCE 6-

13 Article 1.6.

Level A Quality Assurance

Tests: None.

Inspection: Verify compliance with the approved submittal and project specifications.

Level B Quality Assurance

Tests:

1. Verify slump flow and Visual Stability Index (VSI) as delivered to the project site in accordance with TMS 602-

13/ACI 530.1-13/ASCE 6-13 Specification Article

1.5B.1.b.3 for self-consolidating grout.

2. Verify f’m and f’aac in accordance with TMS 602-13/ACI

530.1-13/ASCE 6-13 Specification Article 1.4B prior to construction, except where specifically exempted.

Inspection:

1. Verify compliance with the approved submittals and project specifications.

2. At the start of masonry construction, verify:

a. Proportions of site-prepared mortar. X

b. Construction of mortar joints. X

c. Grade and size of prestressing tendons and anchorages.

d. Location of reinforcement, connectors, prestressing tendons and anchorages.

e. Prestressing technique. X

f. Properties of thin-bed mortar for AAC masonry.

(Continuous inspection is required for the first 5000 square feet of AAC masonry. Periodic inspection is required after the first 5000 square feet of AAC masonry.)

X X

3. Prior to grouting, verify:

a. Grout space is clean. X

b. Grade, type and size of reinforcement and anchor bolts, and prestressing tendons and anchorages.

c. Placement of reinforcing and connectors, and prestressing tendons and anchorages.

STLI - 305028 Statement of Structural Tests and Special Inspections, 4-23-21 Page 11 of 14

d. Proportions of site-prepared grout and prestressing grout for bonded tendons.

e. Construction of mortar joints. X

4. During masonry construction, verify:

a. Size and location of structural members. X

b. Type, size and location of anchors, including other details of anchorage of masonry to structural members, frames, or other construction.

c. Welding of reinforcement. X

d. Preparation, construction and protection of masonry during cold weather (temperature below 40°F) or hot weather (temperature above 90°F).

e. Application and measurement of prestressing force. X

f. Placement of grout and prestressing grout for bonded tendons is in compliance.

g. Placement of AAC masonry units and construction of thin-bed mortar joints. (Continuous inspection is required for the first 5000 square feet of AAC masonry. Periodic inspection is required after the first 5000 square feet of AAC masonry.)

X X

5. Observe preparation of grout specimens, mortar specimens and/or prisms.

Level C Quality Assurance

Tests:

1. Verify f’m and f’aac in accordance with TMS 602-

13/ACI 530.1-13/ASCE 6-13 Specification Article 1.4B prior to construction, and for every 5000 square feet during construction.

2. Verify proportions of materials in premixed or pre-blended mortar, prestressing grout, and grout other than self-consolidating grout as delivered to the project site.

3. Verify slump flow and Visual Stability Index (VSI) as delivered to the project site in accordance with TMS 602-

13/ACI 530.1-13/ASCE 6-13 Specification Article

1.5B.1.b.3 for self-consolidating grout

Inspection:

1. Verify compliance with the approved submittals and project specifications.

2. Verify:

a. Proportions of site-prepared mortar, grout and prestressing grout for bonded tendons

b. Grade, type and size of reinforcement and anchor bolts, and prestressing tendons and anchorages

c. Placement of masonry units and construction of mortar joints.

d. Placement of reinforcement, connectors and prestressing tendons and anchorages.

e. Grout space prior to grouting. X

STLI - 305028 Statement of Structural Tests and Special Inspections, 4-23-21 Page 12 of 14

f. Placement of grout and prestressing grout for bonded tendons.

g. Size and location of structural elements. X

h. Type, size and location of anchors, including other details of anchorage of masonry to structural members, frames or other construction.

i. Welding of reinforcement. X

j. Preparation, construction and protection of masonry during cold weather (temperature below 40°F) or hot weather (temperature above 90°F).

k. Application and measurement of prestressing force. X

l. Placement of AAC masonry units and construction of thin-bed mortar joints.

m. Properties of thin-bed mortar for AAC masonry. X

3. Observe preparation of grout specimens, mortar specimens and/or prisms.

Wood Construction (ref: IBC-15 Section 1705.5)

1. Inspect prefabricated wood structural elements in accordance with Section 1704.2.5

2. High load diaphragms:

a. Verify sheathing grade and thickness. X

b. Verify nominal size of framing members at adjoining panel edges.

c. Verify nail or staple diameter and length. X

d. Verify number of fastener lines. X

e. Verify spacing between fasteners in each line and at panel edges.

3. Shearwalls:

a. Verify sheathing grade and thickness. X

b. Verify nominal size of framing members at adjoining

c. Verify nail or staple diameter and length. X

d. Verify number of fastener lines. X

e. Verify spacing between fasteners in each line and at

f. Location and size of holdowns. X

4. Verify nailing, bolting, anchoring and fastening of:

a. Drag struts and collectors. X

b. Braces. X

c. Hold-downs. X

5. Metal-plate-connected wood trusses spanning 60 feet or greater:

a. Verify temporary installation restraint/bracing installed in accordance with the approved shop drawings.

b. Verify permanent individual truss member restraint/bracing installed in accordance with the approved shop drawings.

STLI - 305028 Statement of Structural Tests and Special Inspections, 4-23-21 Page 13 of 14

Soils (ref: IBC-15 Table 1705.6)

1. Verify materials below shallow foundations are adequate to achieve the required bearing capacity.

2. Verify excavations are extended to proper depth and have reached proper material.

3. Perform classification and testing of compacted fill materials.

4. Verify use of proper materials, densities and lift thicknesses during placement and compaction of compacted fill.

5. Prior to placement of controlled fill, observe subgrade and verify that site has been prepared properly.

Driven Deep Foundation Elements (ref: IBC-15 Table 1705.7)

1. Verify materials, sizes and lengths. X

2. Determine capacities of test elements and conduct additional load tests when required. Refer to project specifications.

3. Observe driving operations and maintain complete and accurate records for each element.

4. Verify element locations and plumbness. X

a. Verify type and size of hammer. X

b. Record number of blows per foot of penetration. X

c. Determine required penetration to achieve specified capacity.

d. Record pile tip and butt elevations. X

e. Document any damage to any foundation element. X

5. For steel piling, perform additional inspection in accordance with Section 1705.2 and AISC 341-10, Table

J10-1.

6. For concrete elements and concrete-filled elements, perform additional inspections in accordance with

Section 1705.3.

7. For specialty elements, perform additional inspections as required in the project specifications.

Cast-In-Place Deep Foundations (ref: IBC-15 Table 1705.8)

1. Observe drilling operations and maintain complete and accurate records for each element.

2. Verify element locations and plumbness. X

a. Verify element diameter. X

b. Verify bell diameter (if applicable). X

c. Verify element lengths. X

d. Verify embedment depth into bedrock (if applicable).

e. Verify adequate end-bearing strata capacity. X

f. Record concrete or grout volumes. X

3. For concrete elements, perform additional inspections in accordance with Section 1705.3.

STLI - 305028 Statement of Structural Tests and Special Inspections, 4-23-21 Page 14 of 14

Helical Piles (ref: IBC-15 Section 1705.9)

1. Verify pile locations X

a. Verify installation equipment used. X

b. Verify pile dimensions. X

c. Verify tip elevations. X

d. Verify final depth. X

e. Verify final installation torque. X

f. Other data as required by the project specifications. X

Wind Resistance (ref: IBC-15 Section 1705.11)

X 1. Provide inspections when required by Section 1705.11. X

Seismic Resistance (ref: IBC-15 Section 1705.12)

1. Provide inspections when required by Section 1705.12.

Testing and Qualification for Seismic Resistance (ref: IBC-15 Section 1705.13)

1. Test and qualify seismic resistance in accordance with

IBC-15 Section 1705.13 and the project specifications.

Sprayed Fire-Resistant Materials (ref: IBC-15 Section 1705.14)

1. Inspect sprayed fire-resistant materials in accordance with

IBC-15 Section 1705.14 and the project specifications.

Mastic and Intumescent Fire-Resistant Coatings (ref: IBC-15 Section 1705.15)

1. Perform inspections in accordance with AWCI 12-B and

IBC-15 Section 1705.15.

Exterior Insulation and Finish Systems (EIFS) (ref: IBC-15 Section 1705.16)

1. Perform inspections in accordance with project specifications and IBC-15 Section 1705.16.

Fire-resistant Penetrations and Joints (ref: IBC-15 Section 1705.17)

1. Perform inspections in accordance with project specifications and IBC-15 Section 1705.17.

Smoke Control (ref: IBC-15 Section 1705.18)

1. Perform testing in accordance with project specifications and IBC-15 Section 1705.18.

STATUE OF LIBERTY NATIONAL MONUMENT CONSTRUCTION DOCUMENTS

STLI - 305028 017700 - 1

April 23, 2021 CLOSEOUT PROCEDURES

SECTION 017700 - CLOSEOUT PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes administrative and procedural requirements for contract closeout, including:

1. Project Record Drawings

2. Closeout Submittals

3. Substantial Completion and Final Inspection

4. Permit Closure and Transfer

5. Final Acceptance of the Work

6. Warranties

1.2 PROJECT RECORD DRAWINGS

A. Maintain one complete full-size set of contract drawings and one full-size set of vendor-supplied drawings. Clearly mark changes, deletions, and additions using National Park Service (NPS) drafting standards to show actual construction conditions. Show additions in red, deletions in green and special instructions in blue.

B. Keep record drawings current. Make record drawings available to Contracting Officer (CO) for inspection at the time of monthly progress payment requests. If project record drawings are not current, Contracting Officer may retain an appropriate amount of progress payment.

C. Submit complete record drawings on completion of total project. Include shop drawings, sketches, and additional drawings to be included in final set, with clear instructions showing the location of these drawings.

1.3 CLOSEOUT SUBMITTALS

A. A list of closeout requirements has been attached at the end of the Division 1 Specifications for your convenience. The intent is to provide an overall summary of requirements and not a comprehensive list. Terms and conditions of the contract require satisfaction of requirements of individual specification sections regardless of what is shown on the list. Submit the following before requesting final inspection:

1. Specific warranties, guarantees, workmanship bonds, final certifications, and similar documents.

2. NPS required forms for occupancy, Fire Sprinkler/Alarm acceptance, and other similar forms or certificates.

3. Project Record Documents, operation and maintenance manuals, final completion construction digital images recorded on CD-R (compact disc-recordable) or DVD-R

(digital video disc-recordable) with index and descriptions, and similar final record information.

STLI - 305028 017700 - 2

4. Environmental Record Documents: As follows:

a. IAQ Management Plan: As specified in Section 015719 Indoor Air Quality (IAQ)

Management.

b. Moisture Control inspections and reports: As specified in Section 015719 Indoor Air

Quality (IAQ) Management.

c. Material Safety Data Sheet (MSDS) Data: As specified in Section 015719 “Indoor

Air Quality (IAQ) Management” and Section 016700 “Product Requirements”.

d. Affirmative Procurement Reporting Form: As specified in Section 016700 “Product

Requirements”.

e. Environmental Product Data: As specified in Section 016700 “Product

Requirements”.

f. Life-Cycle Assessment (LCA) Data: As specified in Section 016700 “Product

Requirements”

g. Chain-of-Custody Data: As specified in Section 016700 “Product Requirements”.

h. Final Summary of Solid Waste Disposal and Diversion: As specified in Section

017419 “Construction Waste Management”.

5. Posted Operating Instructions: As specified in individual sections. Furnish operating instructions attached to or posted adjacent to equipment. Include wiring diagrams, control diagrams, control sequence, start-up, adjustment, operation, lubrication, shut-down, safety precautions, procedures in the event of equipment failure, and other items of instruction recommended by manufacturer.

6. Deliver tools, spare parts, extra materials, and similar items to location designated by

Contracting Officer. Label with manufacturer's name and model number where applicable.

a. Special Tools: One set of special tools required to operate, adjust, dismantle, or repair equipment. Special tools are those not normally found in possession of mechanics or maintenance personnel.

7. Terminate and remove temporary facilities, mockups, construction tools, and similar elements from Project site, complete final cleaning requirements, including touchup painting.

8. Touch up and repair and restore marred exposed finishes to eliminate visual defects.

9. Instruct NPS personnel in operation, adjustment, and maintenance of products, equipment, and systems.

1.4 FINAL INSPECTION, SUBSTANTIAL COMPLETION AND ACCEPTANCE

PROCEDURES

A. Request final inspection in writing when project or designated portion of project is substantially complete. Contracting Officer will proceed with inspection within 10 days of receipt of written request or will advise Contractor of items that prevent project from being substantially complete.

B. If work is determined substantially complete, following final inspection, Contracting Officer will prepare Punch List and issue a Letter of Substantial Completion.

C. If work is not determined substantially complete following final inspection, Contracting Officer will notify Contractor in writing. Contractor shall request new final inspection after completing work. Re-inspection costs may be charged against Contractor in accordance with Inspection of

Construction contract clause.

STLI - 305028 017700 - 3

D. Contractor shall complete Punch List within 30 calendar days, documented weather permitting.

E. If Contractor completes items of work on Punch List and contractually required items, Contracting Officer will issue Letter of final acceptance of work.

F. If Contractor fails to complete work within the time frame, Contracting Officer may correct work with an appropriate reduction in contract price or charge for re-inspection costs in accordance with Inspection of Construction contract clause.

1.5 PERMIT CLOSURE AND TRANSFER

A. When work covered by the permits is complete, create list of tasks required to close or transfer permits to Park. Submit to Contracting Officer for approval.

B. After substantial completion and Punch List completion, permits shall be closed and documented by Agency(ies) with Jurisdiction for the permit.

C. If responsibility for permits is to be transferred to Park, Park shall be informed of permit provisions completed and responsibilities transferring to Park staff.

1.6 WARRANTIES

A. Submittal Time: Submit written warranties on request of Contracting Officer for designated portions of Work where commencement of warranties other than date of Substantial Completion is indicated.

B. Organize warranty documents into an orderly sequence based on table of contents of Project

Manual.

1. Bind warranties and bonds in heavy-duty, 3-ring, vinyl-covered, loose-leaf binders, thickness as necessary to accommodate contents, and sized to receive 8-1/2 by 11 inch paper.

2. Provide heavy paper dividers with plastic-covered tabs for each separate warranty. Mark tab to identify product or installation. Provide typed description of product or installation, including name of product and name, address, and telephone number of Installer.

3. Identify each binder on front and spine with typed or printed title "WARRANTIES,"

Project name, and name of Contractor.

4. Warranty Electronic File: Scan warranties and bonds and assemble complete warranty and bond submittal package into a single indexed electronic PDF (portable document format) file with links enabling navigation to each item. Provide bookmarked table of contents at beginning of document.

C. Provide additional copies of each warranty in operation and maintenance manuals.

STLI - 305028 017700 - 4

PART 2 - PRODUCTS

2.1 MATERIALS

A. See Division 1 Specification Section "Execution" for information on cleaning agents.

PART 3 - EXECUTION

3.1 FINAL CLEANING

A. General: Conduct final cleaning and waste-removal operations to comply with local laws and ordinances and Federal and local environmental and antipollution regulations.

B. Cleaning: Employ experienced workers or professional cleaners for final cleaning. Clean each surface or unit to condition expected in an average commercial building cleaning and maintenance program. Comply with manufacturer's written instructions.

1. Complete following cleaning operations before requesting inspection for certification of

Substantial Completion for entire Project or for a portion of Project:

a. Clean Project site, yard, and grounds, in areas disturbed by construction activities, including landscape development areas, of rubbish, waste material, litter, and other foreign substances.

b. Sweep paved areas broom clean. Remove petrochemical spills, stains, and other foreign deposits.

c. Rake grounds that are neither planted nor paved to smooth, even-textured surface.

d. Remove tools, construction equipment, machinery, and surplus material from

Project site.

e. Remove snow and ice to provide safe access to building.

f. Clean exposed exterior and interior hard-surfaced finishes to dirt-free condition, free of stains, films, and foreign substances. Avoid disturbing natural weathering of exterior surfaces. Restore reflective surfaces to original condition.

g. Remove debris and surface dust from limited access spaces, including roofs, plenums, shafts, trenches, equipment vaults, manholes, attics, and similar spaces.

h. Sweep concrete floors broom clean in unoccupied spaces.

i. Clean transparent materials, including mirrors and glass in doors and windows.

Remove glazing compounds and vision-obscuring materials. Replace chipped or broken glass and transparent materials. Polish mirrors and glass.

j. Remove labels that are not permanent.

k. Touch up, repair, and restore marred, exposed finishes and surfaces. Replace finishes and surfaces that cannot be satisfactorily repaired or restored or that already show evidence of repair or restoration.

1) Do not paint over "UL" (Underwriters Laboratories) and similar labels, including mechanical and electrical nameplates.

STLI - 305028 017700 - 5

l. Wipe surfaces of mechanical and electrical equipment and similar equipment.

Remove excess lubrication, paint and mortar droppings, and other foreign substances.

m. Replace parts subject to unusual operating conditions.

n. Clean light fixtures, lamps, globes, and reflectors to function with full efficiency.

Replace burned-out and noticeably dimmed bulbs, and defective or noisy starters in fluorescent and mercury vapor fixtures to comply with requirements for new fixtures.

o. Leave Project clean and ready for occupancy.

C. Pest Control: Engage experienced, licensed exterminator to make a final inspection and rid project of rodents, insects, and other pests. Provide Government with report.

D. Waste Disposal: Comply with requirements of Section 01 74 19 "Construction Waste

Management and Disposal."

END OF SECTION 01 77 00

Closeout and Operation & Maintenance (O&M) Requirements Template National Park Service (NPS) - Denver Service Center (DSC) | 1-27-21

Topic Specification

Section Requirement

Submittal

Date Completed

Received by Park

013233 Project Record Document (Digital Image Electronic Files)

Project Record 017700 Project Record Drawings (Full-Size Set of Contract Drawings)

Drawings 017700 Project Record Drawings (Full-Size Set of Vendor-Supplied Drawings)

System

Demonstration and Training

Tools

Spare Parts

Equipment

085200 Maintenance Materials for Florentine Glass

Extra Stock

017419 Project Waste Management Plan

Reports

Keys & Keying

Schedule

017823 Operation and Maintenance Manual

O&M Data 040320 Maintenance Data

Warranties 040320 Special Warranty for Sheet Metal Flashing

Guarantees 085200 Certification by Wood Window Manufacturer for the Installation

085200 Maintenance Data

085200 Manufacturer's Warranty for Wood Windows

085200 Manufacturer's Warranty for Aluminum Storm Windows

Closeout and Operation Maintenance (O) Requirements Template | National Park Service (NPS) - Denver Service Center (DSC) page 1 of 1

STLI - 305028 022600 - 1

April 23, 2021 ASBESTOS ABATEMENT

SECTION 022600 - ASBESTOS ABATEMENT SPECIFICATION

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.

A. AMERICAN INDUSTRIAL HYGIENE ASSOCIATION (AIHA)

AIHA Z9.2 (2006) Fundamentals Governing the Design and Operation of Local Exhaust Ventilation Systems

B. ASTM INTERNATIONAL (ASTM)

ASTM D 4397 (2010) Standard Specification for Polyethylene Sheeting for

Construction, Industrial, and Agricultural Applications

ASTM E 1368 (2005e1) Visual Inspection of Asbestos Abatement

Projects

C. COMPRESSED GAS ASSOCIATION (CGA)

CGA G-7 (2008) Compressed Air for Human Respiration; 6th Edition

D. INTERNATIONAL SAFETY EQUIPMENT ASSOCIATION (ISEA)

ANSI/ISEA Z87.1 (2010) Occupational and Educational Personal Eye and Face

Protection

Devices

E. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 701 (2010) Standard Methods of Fire Tests for Flame Propagation of

Textiles and

Films

F. NATIONAL INSTITUTE FOR OCCUPATIONAL SAFETY AND HEALTH

(NIOSH) NIOSH 94-113 (1994; 4th Ed) NIOSH Manual of Analytical

Methods

G. U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements

Manual EP 1110-1-11 (1992; Change 1 1997) Engineering and

Design --

STLI - 305028 022600 - 2

Asbestos Abatement Guideline Detail Sheets

H. U.S. ENVIRONMENTAL PROTECTION AGENCY (EPA)

EPA 340/1-90/018 (1990) Asbestos/NESHAP Regulated Asbestos Containing

Materials Guidance

I. U.S. NATIONAL ARCHIVE AND RECORDS ADMINISTRATION (NARA)

29 CFR 1910.134 Respiratory Protection

29 CFR 1910.141 Sanitation

29 CFR 1910.147 Control of Hazardous Energy (Lock Out/Tag Out)

29 CFR 1926.1101 Asbestos

29 CFR 1926.32 Safety and Health Regulations for Construction -

Definition

40 CFR 61 National Emission Standards for Hazardous Air Pollutants

40 CFR 763 Asbestos

42 CFR 84 Approval of Respiratory Protective Devices

49 CFR 107 Hazardous Materials Program Procedures

49 CFR 171 General Information, Regulations, and Definitions

49 CFR 172 Hazardous Materials Table, Special Provisions, Hazardous Materials Communications, Emergency Response Information, and Training Requirements

49 CFR 173 Shippers - General Requirements for

Shipments and Packaging

J. UNDERWRITERS LABORATORIES (UL)

UL 586 (2009) Standard for High-Efficiency Particulate, Air Filter

Units

K. NEW YORK STATE REGULATIONS

ICR 56 Industrial Code Rule 56 6 NYCRR PART 364 Waste Transporter Permits

6 NYCRR PART 360 Solid Waste Management Facilities and Assoc.

Buildings 10 NYCRR PART 73 Asbestos Safety Program

Requirements

L. NEW YORK CITY REGULATIONS

Title 15, Chapter 1 NYC Department of Environmental Protection Asbestos

Rules and Regulations RCNY §16-117 Department of Sanitation Transport, Storage and

Disposal of Asbestos Waste

M. ENVIRONMENTAL REPORT REFERENCE MATERIALS

For a complete listing of all analytical findings for asbestos, refer to the HAZMAT report entitled

“Limited Asbestos Inspection Report at Main Immigration Building, Ellis Island, New York, NY

STLI - 305028 022600 - 3

10004”, prepared by AIM Environmental LLC., and dated July 22, 2020. This report shall be provided as appendices together with the bid documents.

1.2 DEFINITIONS

1.2.1 Amended Water

Water containing a wetting agent or surfactant with a surface tension of at least 29 dynes per square centimeter.

1.2.2 Asbestos-Containing Material (ACM)

Any materials containing more than one percent asbestos.

1.2.3 Authorized Person

Any person authorized by the Contractor and required by work duties to be present in the regulated areas.

1.2.4 Building Inspector

Individual who inspects buildings for asbestos and has EPA Model Accreditation Plan (MAP) "Building Inspector" training; accreditation required by 40 CFR 763, Subpart E, Appendix C, has EPA/State certification/license as a "Building Inspector".

1.2.5 Class I Asbestos Work

Activities defined by OSHA involving the removal of thermal system insulation (TSI) and surfacing ACM.

1.2.6 Class II Asbestos Work

Activities defined by OSHA involving the removal of ACM which is not thermal system insulation or surfacing material. This includes but is not limited to, the removal of asbestos - containing wallboard, floor tile and sheeting, roofing and siding shingles, and construction mastic. Certain

"incidental" roofing materials such as mastic, flashing and cements when they are still intact are excluded from Class II asbestos work. Removal of small amounts of these materials which would fit into a glovebag may be classified as a Class III job.

1.2.7 Class III Asbestos Work

Activities defined by OSHA that involve repair and maintenance operations, where ACM, including TSI and surfacing ACM, is likely to be disturbed. Operations may include drilling, abrading, cutting a hole, cable pulling, crawling through tunnels or attics and spaces above the ceiling, where asbestos is actively disturbed or asbestos-containing debris is actively disturbed.

1.2.8 Class IV Asbestos Work

Maintenance and custodial demolition activities during which employees contact but do not disturb ACM and activities to clean-up dust, waste and debris resulting from Class I, II, and III activities. This may include dusting surfaces where ACM waste and debris and accompanying

STLI - 305028 022600 - 4

dust exists and cleaning up loose ACM debris from TSI or surfacing ACM following demolition.

1.2.9 Clean Room

An uncontaminated room having facilities for the storage of employees' street clothing and uncontaminated materials and equipment.

1.2.10 Competent Person

In addition to the definition in 29 CFR 1926.32(f), a person who is capable of identifying existing asbestos hazards as defined in 29 CFR 1926.1101, selecting the appropriate control strategy, has the authority to take prompt corrective measures to eliminate them and has EPA Model Accreditation Plan (MAP) "Contractor/Supervisor" training; has EPA/State/NYC certification/license as a "Contractor/Supervisor".

1.2.11 Contractor/Supervisor

Individual who supervises asbestos abatement work and has EPA Model Accreditation Plan "Contractor/Supervisor" training; has EPA/State/NYC certification as a "Contractor/Supervisor".

1.2.12 Critical Barrier

One or more layers of plastic sealed over all openings into a regulated area or any other similarly placed physical barrier sufficient to prevent airborne asbestos in a regulated area from migrating to an adjacent area.

1.2.13 Decontamination Area

An enclosed area adjacent and connected to the regulated area and consisting of an equipment room, shower room, and clean room, which is used for the decontamination of workers, materials, and equipment that are contaminated with asbestos.

1.2.14 Demolition

The wrecking or taking out of any load-supporting structural member and any related razing, removing, or stripping of asbestos products.

1.2.15 Disposal Bag

A 6 mil thick, leak-tight plastic bag, pre-labeled in accordance with 29 CRF 1926.1101, used for transporting asbestos waste from containment to disposal site.

1.2.16 Disturbance

Activities that disrupt the matrix of ACM, crumble or pulverize ACM, or generate visible debris from ACM. Disturbance includes cutting away small amounts of ACM, no greater than the amount which can be contained in 1 standard sized glovebag or waste bag, not larger than 60 inches in length and width in order to access a building component.

STLI - 305028 022600 - 5

1.2.17 Equipment Room or Area

An area adjacent to the regulated area used for the decontamination of employees and their equipment.

1.2.18 Fiber

A fibrous particulate, 5 micrometers or longer, with a length to width ratio of at least 3 to 1.

1.2.19 Friable ACM

A term defined in 40 CFR 61, Subpart M and EPA 340/1-90/018 meaning any material which contains more than 1 percent asbestos, as determined using the method specified in 40 CFR 763, Polarized Light Microscopy (PLM), that when dry, can be crumbled, pulverized, or reduced to powder by hand pressure.

1.2.20 Glovebag

Not more than a 60 by 60 inch impervious plastic bag-like enclosure affixed around an asbestos-containing material, with glove-like appendages through which material and tools may be handled.

1.2.21 High-Efficiency Particulate Air (HEPA) Filter

A filter capable of trapping and retaining at least 99.97 percent of all mono-dispersed particles of 0.3 micrometers in diameter.

1.2.22 Intact

ACM which has not crumbled, been pulverized, or otherwise deteriorated so that the asbestos is no longer likely to be bound with its matrix. Removal of "intact" asphaltic, resinous, cementitious products does not render the ACM non-intact simply by being separated into smaller pieces.

1.2.23 Model Accreditation Plan (MAP)

USEPA training accreditation requirements for persons who work with asbestos as specified in 40

CFR 763.

1.2.24 Negative Initial Exposure Assessment

A demonstration by the Contractor to show that employee exposure during an operation is expected to be consistently below the OSHA Permissible Exposure Limits (PELs).

1.2.25 NESHAP

National Emission Standards for Hazardous Air Pollutants. The USEPA NESHAP regulation for asbestos is at 40 CFR 61, Subpart M.

1.2.26 Nonfriable ACM

A NESHAP term defined in 40 CFR 61, Subpart M and EPA 340/1-90/018 meaning any material containing more than 1 percent asbestos that, when dry, cannot be crumbled, pulverized or…