Am_0004_specs.pdf

Police Academy Female Staff College W5J9JE-16-R-0049

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 45 35

SPECIAL INSPECTIONS

PART 1 GENERAL

1.1 REFERENCES

1.2 GENERAL REQUIREMENTS

1.3 DEFINITIONS

1.3.1 Continuous Special Inspections

1.3.2 Periodic Special Inspections

1.3.3 Observe

1.3.4 Special Inspector (SI)

1.3.5 Associate Special Inspector (ASI)

1.3.6 Third Party

1.3.7 Special Inspector of Record (SIOR)

1.3.8 Contracting Officer

1.3.9 Contractor's Quality Control (QC) Manager

1.3.10 Designer of Record (DOR)

1.3.11 Statement of Special Inspections (SSI)

1.3.12 Schedule of Special Inspections

1.3.13 Designated Seismic System

1.4 SUBMITTALS

1.5 SPECIAL INSPECTOR QUALIFICATIONS

1.5.1 Concrete Construction

1.5.1.1 Special Inspector

1.5.1.2 Associate Special Inspector

1.5.2 Masonry Construction

1.5.2.1 Special Inspector

1.5.2.2 Associate Special Inspector

1.5.3 Verification of Site Soil Condition, Fill Placement and

Load-Bearing Requirements

1.5.3.1 Special Inspector

1.5.3.2 Associate Special Inspector

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.1 RESPONSIBILITIES

3.1.1 Special Inspector of Record

3.1.2 Quality Control Manager

3.1.3 Special Inspectors

3.2 DEFECTIVE WORK

ATTACHMENTS:

Schedule of Special Inspections

SECTION 01 45 35 Page 1 Revised By Amendment 0004

-- End of Section Table of Contents --

SECTION 01 45 35 Page 2

SECTION 01 45 35

SPECIAL INSPECTIONS

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 (2010; Errata 2011; Supp 1 2013) Minimum Design Loads for Buildings and Other Structures

INTERNATIONAL CODE COUNCIL (ICC)

ICC IBC (2012) International Building Code

U.S. DEPARTMENT OF DEFENSE (DOD)

UFC 3-310-04 (2013) Seismic Design for Buildings

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 by the Government. The contractor must provide notification to the Contracting Officer 14 days prior to the following points of construction:

a. Excavation and compaction

b. Formwork Erection

c. Cast-in-place concrete pour

d. Concrete shearwall construction

e. CMU construction

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

SECTION 01 45 35 Page 3 over the duration of the particular tasks.

1.3.2 Periodic Special Inspections

Periodic Special Inspections is Special Inspections by the special inspector who is intermittently present where the work to be inspected has been or is being performed.

1.3.3 Observe

Observe these Special Inspections items on a random 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 third party inspector must not be company employee of the Contractor or 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 all special inspectors for the project and approved by the Contracting officer. The SIOR must be an independent third party 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 10 CONTRACTOR QUALITY CONTROL having the overall responsibility for the contractor's QC organization.

1.3.10 Designer of Record (DOR)

A registered design professional employed by the Government responsible for the overall design and review of submittal documents prepared by others.

The DOR is registered or licensed to practice their respective design profession as defined by the statutory requirements of the professional registration laws in state in which the design professional works. The DOR is also referred to as the Engineer of Record (EOR) in design code documents.

SECTION 01 45 35 Page 4

1.3.11 Statement of Special Inspections (SSI)

A document developed by the DOR identifying the material, systems, components and work required to have Special Inspections.

1.3.12 Schedule of Special Inspections

A schedule which lists each of the required Special Inspections, the extent to which each Special Inspections is to be performed, and the required frequency for each in accordance with ICC IBC Chapter 17.

1.3.13 Designated Seismic System

Those nonstructural components that require design in accordance with ASCE 7 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. All systems in RC V facilities designated as MC-1 in accordance with UFC 3-310-04 are considered part of the Designated Seismic Systems.

1.4 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

SIOR Letter of Acceptance; G, EC-D Special Inspections Project Manual; G, EC-D Special Inspections Agency's Written Practices NDT Procedures and Equipment Calibration Records

SD-07 Certificates

Fabrication Plant Wood Truss Plant AC472 Accreditation Steel Joist Institute Membership Certificate of Compliance Special Inspector of Record Qualifications; G, EC-D Special Inspector Qualifications; G, EC-D

SD-11 Closeout Submittals

Interim Final Report of Special Inspections Comprehensive Final Report of Special Inspections; G, EC-D

1.5 SPECIAL INSPECTOR QUALIFICATIONS

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

SECTION 01 45 35 Page 5

Certifying Associations

AABC Associated Air Balance Council

ACI American Concrete Institute

AWCI Association of the Wall and Ceiling Industry

FM Factory Mutual

ICC International Code Council

NICET National Institute for Certification in Engineering Technologies

UL Underwriters Laboratories

1.5.1 Concrete Construction

1.5.1.1 Special Inspector

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

b. ACI Concrete Construction Special Inspector, or

c. NICET Concrete Technician Level III Certificate in Construction Materials Testing, or

d. Registered Professional Engineer with related experience

1.5.1.2 Associate Special Inspector

a. ACI Concrete Construction Special Inspector in Training, or

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

1.5.2 Masonry Construction

1.5.2.1 Special Inspector

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

b. Registered Professional Engineer with related experience

1.5.2.2 Associate Special Inspector

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

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

1.5.3.1 Special Inspector

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

SECTION 01 45 35 Page 6

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

c. NICET Geotechnical Engineering Technician Level II Construction or Generalist Certificate, or

d. Geologist-In-Training with one year of related experience, or

e. Registered Professional Engineer with related experience

1.5.3.2 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

1.5.4 Exterior Insulation and Finish System (EIFS)

1.5.4.1 Special Inspector

a. AWCI EIFS Inspector Certificate, or

b. Exterior Design Institute Certificate, or

c. Registered Professional Engineer with related experience

1.5.4.2 Associate Special Inspector

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

1.5.5 Fire-Resistant Penetrations and Joints

1.5.5.1 Special Inspector

a. Passed the UL Firestop Exam with one year of related experience, or

b. Passed the FM Firestop Exam with one year of related experience, or

c. Registered Professional Engineer with related experience

1.5.5.2 Associate Special Inspector

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

1.5.6 Smoke Control

1.5.6.1 Special Inspector

a. AABC Technician Certification with one year of related experience, or

b. Registered Professional Engineer with related experience

1.5.6.2 Associate Special Inspector

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

SECTION 01 45 35 Page 7

1.5.7 Special Inspector of Record (SIOR)

Registered Professional Engineer

PART 2 PRODUCTS (NOT USED)

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. Submit Special Inspections agency's written practices for the monitoring and control of the agency's operations to include the following:

(1) The agency's procedures for the selection and administration of inspection personnel, describing the training, experience and examination requirements for qualifications and certification of inspection personnel.

(2) The agency's inspection procedures, including general inspection, material controls, and visual welding inspection.

f. Prepare a Special Inspections Project Manual, which will cover the following:

(1) Roles and responsibilities of the following individuals during Special Inspections: SIOR, SI, General Contractor, Subcontractors, QC Manager, and DOR.

(2) Organizational chart and/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 procedures.

(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/or SI will participate in weekly QC meetings.

SECTION 01 45 35 Page 8

(8) Indicate how Special Inspections of shop fabricated items will be handled when the fabricator's shop is not certified per 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 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.

g. 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.

h. 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 DOR.

i. Submit a copy of the Special Inspector's daily reports with the quality control daily reports to the QC Manager.

j. 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.

k. 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/or discrepancies with the drawings, specifications 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.

l. At the completion of each Definable Feature of Work (DFOW) requiring Special Inspections, submit an interim final report of Special Inspections that documents the Special Inspections completed for that DFOW and corrections of all discrepancies noted in the daily reports.

SECTION 01 45 35 Page 9

The interim final report of Special Inspections must be signed, dated and bear the seal of the SIOR.

m. 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 bear the seal of the SIOR.

3.1.2 Quality Control Manager

a. Supervise all Special Inspectors required by the contract documents and the IBC.

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

c. Verify the qualifications of fabricators.

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

e. 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. Submit Special Inspections agency's written practices for the monitoring and control of the agency's operations to include the following:

(1) The agency's procedures for the selection and administration of inspection personnel, describing the training, experience and examination requirements for qualifications and certification of inspection personnel.

(2) The agency's inspection procedures, including general inspection, material controls, and visual welding inspection.

d. Submit a copy of the daily reports to the QC Manager.

e. 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.

f. 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

SECTION 01 45 35 Page 10 frame.

(2) Changes and/or discrepancies with the drawings, specifications 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.

g. At the completion of each DFOW requiring Special Inspections, submit an interim final 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 final report of Special Inspections must be signed, dated and indicate the certification of the special inspector qualifying them to conduct the inspection.

h. 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.

i. Submit daily reports to the SIOR.

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.

-- End of Section --

SECTION 01 45 35 Page 11

Statement of Special Inspections

Project: Police Academy Female Staff College

Location: Kabul Province, Afghanistan

Owner: Government / (Afghan National Police- ANP)

This Statement of Special Inspections is submitted in accordance with the Special Inspection and Structural Testing requirements of the Building Code. It includes a schedule of Special Inspection services applicable to this project. This Statement of Special Inspections encompasses the following disciplines:

Structural Mechanical/Electrical/Plumbing

Architectural Other: Fire Protection & Smoke Control

The Special Inspector of Record shall keep records of all inspections and shall furnish inspection reports to the contracting officer. Discovered discrepancies shall be brought to the immediate attention of the Contractor for correction. If such discrepancies are not corrected, the discrepancies shall be brought to the attention of the contracting officer. The Special Inspection program does not relieve the Contractor of his or her responsibilities.

Interim reports shall be submitted to the contracting officer.

A Final Report of Special Inspections documenting completion of all required Special Inspections, testing and correction of any discrepancies noted in the inspections shall be submitted prior to issuance of a Certificate of Use and Occupancy.

Job site safety and means and methods of construction are solely the responsibility of the Contractor.

Added By Amendment 0004

Schedule of Inspection and Testing Agencies

This Statement of Special Inspections / Quality Assurance Plan includes the following building systems:

Soils and Foundations Fire Resistant Penetration and joints Cast-in-Place Concrete Exterior Insulation and Finish System Masonry Mechanical & Electrical Systems Structural Steel Architectural Systems Cold-Formed Steel Framing

Special Inspection Agencies Firm Address, Telephone, e-mail

1. Special Inspector of Record

2. Inspector

3. Inspector

4. Testing Agency

5. Testing Agency

6. Other

Note: The inspectors and testing agencies shall be an independent third party agency reporting to the contracting officer. The inspectors and testing agencies shall be engaged by the Contractor or Subcontractor whose work is to be inspected or tested. Any conflict of interest must be disclosed to the contracting officer, prior to commencing work.

Quality Assurance Plan

Quality Assurance for Seismic Resistance

Seismic Design Category D

Quality Assurance Plan Required (Y/N) Y

Description of seismic force resisting system and designated seismic systems:

Special Reinforced Concrete Shear Wall

Quality Assurance for Wind Requirements

Basic Wind Speed (3 second gust) 137 km/h

Wind Exposure Category D

Quality Assurance Plan Required (Y/N) Y

Description of wind force resisting system and designated wind resisting components:

Special Reinforced Concrete Shear Wall

Statement of Responsibility

Each contractor responsible for the construction or fabrication of a system or component designated above must submit a Statement of Responsibility.

Qualifications of Inspectors and Testing Technicians

The qualifications of all personnel performing Special Inspection and testing activities are subject to the contracting officer. The credentials of all Inspectors and testing technicians shall be provided if requested.

Key for Minimum Qualifications of Inspection Agents:

When the contracting officer deems it appropriate that the individual performing a stipulated test or inspection have a specific certification or license as indicated below, such designation shall appear below the Agency Number on the Schedule.

PE/SE Structural Engineer – a licensed SE or PE specializing in the design of building structures PE/GE Geotechnical Engineer – a licensed PE specializing in soil mechanics and foundations PE/FPE Fire Protection Engineer – a licensed PE specializing in fire protection engineering EIT Engineer-In-Training – a graduate engineer who has passed the Fundamentals of

Engineering examination

American Concrete Institute (ACI) Certification

ACI-CFTT Concrete Field Testing Technician – Grade 1 ACI-CCI Concrete Construction Inspector ACI-LTT Laboratory Testing Technician – Grade 1&2 ACI-STT Strength Testing Technician

American Welding Society (AWS) Certification

AWS-CWI Certified Welding Inspector AWS/AISC-SSI Certified Structural Steel Inspector

American Society of Non-Destructive Testing (ASNT) Certification

ASNT Non-Destructive Testing Technician – Level II or III.

International Code Council (ICC) Certification

ICC-SMSI Structural Masonry Special Inspector ICC-SSBSI Structural Steel and Bolting Special Inspector ICC-SWSI Structural Steel and Welding Special Inspector ICC-SFSI Spray-Applied Fireproofing Special Inspector ICC-PCSI Prestressed Concrete Special Inspector ICC-RCSI Reinforced Concrete Special Inspector

National Institute for Certification in Engineering Technologies (NICET)

NICET-CT Concrete Technician – Levels I, II, III & IV NICET-ST Soils Technician - Levels I, II, III & IV NICET-GET Geotechnical Engineering Technician - Levels I, II, III & IV

Exterior Design Institute (EDI) Certification

EDI-EIFS EIFS Third Party Inspector

Certifications in accordance with section 1.3 “Definitions” of the specification are also acceptable.

Soils and Foundations

Item Agency # (Qualif.)

Scope

1. Verification of Site Soil Condition, Fill Placement, and Load Bearing Requirements

See Spec definitions in section

1.3

Inspect soil for adequate bearing capacity and consistency with geotechnical report.

2. Controlled Structural Fill

PE/GE

None Required.

3. Deep Foundations

4. Load Testing

4. Other:

Cast-in-Place Concrete

1. Mix Design

ACI-CCI

ICC-RCSI

Review concrete batch tickets and verify compliance with approved mix design. Verify that water added at the site does not exceed that allowed by the mix design.

2. Material Certification ACI-CCI

ICC-RCSI

Review certified mill test reports and identification markings on reinforcement bars

3. Reinforcement Installation

Inspect size, spacing, cover, positioning and grade of reinforcing steel to verify conformance with contract plans and specifications.

Verify that reinforcing bars are free of form oil or other deleterious materials. Inspect bar laps and mechanical splices.

Verify that bars are adequately tied and supported on chairs or bolsters 4. Post-Tensioning Operations

ICC-PCSI

5. Welding of Reinforcing

AWS-CWI

6. Anchor Rods ACI-CCI

ICC-RCSI

Inspect size, positioning and embedment of anchor rods. Inspect concrete placement and consolidation around anchors.

7. Concrete Placement

Inspect placement of concrete. Verify that concrete conveyance and depositing avoids segregation or contamination. Verify that concrete is properly consolidated.

8. Sampling and Testing of Concrete

ACI-CFTT

ACI-STT

Test concrete compressive strength (ASTM C31 & C39), slump

(ASTM C143), air-content (ASTM C231 or C173) and temperature

(ASTM C1064).

9. Curing and Protection

Inspect curing, cold weather protection and hot weather protection procedures.

10. Other:

Masonry Required Inspection Level: 1 2

1. Material Certification ICC-SMSI Review certified mill test reports and identification markings on reinforcement bars

2. Mixing of Mortar and Grout

ICC-SMSI

Inspect proportioning, mixing and retempering of mortar and grout.

3. Installation of Masonry

Inspect size, layout, bonding and placement of masonry units.

4. Mortar Joints

Inspect construction of mortar joints including tooling and filling of head joints.

5. Reinforcement Installation

AWS-CWI

Inspect placement, positioning and lapping of reinforcing steel.

Inspect welding of reinforcing steel.

6. Prestressed Masonry

7. Grouting Operations

Inspect placement and consolidation of grout. Inspect masonry clean-outs for high-lift grouting.

7. Weather Protection

Inspect cold weather protection and hot weather protection procedures. Verify that wall cavities are protected against precipitation.

9. Evaluation of Masonry Strength

Test compressive strength of mortar and grout cube samples

(ASTM C780).

Test compressive strength of masonry prisms (ASTM C1314).

10. Anchors and Ties

Inspect size, location, spacing and embedment of dowels, anchors and ties.

11. Other:

Concrete – Special Inspections

Soils - Special Inspections

SCHEDULE OF SPECIAL INSPECTIONS

Masonry Special Inspections

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

ANP-16-017 POLICE ACADEMY-FSC, PHASE 2

01 45 35 SD-01 Preconstruction Submittals

3.1.1 G ECSIOR Letter of Acceptance

3.1.1 G ECProject Manual

3.1.1 G ECProject Manual

3.1.1 FIOWritten Practices

3.1.3 FIOWritten Practices

SD-07 Certificates FIOCertificate of Compliance

3.1.1 G ECSpecial Inspector of Record

1.5 G ECSpecial Inspector

SD-11 Closeout Submittals

3.1.1 FIOInterim Final Report

3.1.3 FIOInterim Final Report

3.1.1 G ECComprehensive Final Report

3.1.3 G ECComprehensive Final Report

SUBMITTAL REGISTER

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