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  • **************************************************************************USACE / NAVFAC / AFCEC / NASA UFGS-01 45 35 (February 2015) -----------------------------Preparing Activity: USACE Superseding UFGS-01 45 35 (August 2008)

    UNIFIED FACILITIES GUIDE SPECIFICATIONS

    References are in agreement with UMRL dated April 2018**************************************************************************

    SECTION TABLE OF CONTENTS

    DIVISION 01 - GENERAL REQUIREMENTS

    SECTION 01 45 35

    SPECIAL INSPECTIONS

    02/15

    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 Perform 1.3.4 Observe 1.3.5 Special Inspector (SI) 1.3.6 Associate Special Inspector (ASI) 1.3.7 Third Party 1.3.8 Special Inspector of Record (SIOR) 1.3.9 Contracting Officer 1.3.10 Contractor's Quality Control (QC) Manager 1.3.11 Designer of Record (DOR) 1.3.12 Statement of Special Inspections (SSI) 1.3.13 Schedule of Special Inspections 1.3.14 Designated Seismic System 1.4 SUBMITTALS 1.5 SPECIAL INSPECTOR QUALIFICATIONS 1.5.1 Steel Construction and High Strength Bolting 1.5.1.1 Special Inspector 1.5.1.2 Associate Special Inspector 1.5.2 Welding Structural Steel 1.5.2.1 Special Inspector 1.5.2.2 Associate Special Inspector 1.5.3 Nondestructive Testing of Welds 1.5.3.1 Special Inspector 1.5.3.2 Associate Special Inspector 1.5.4 Cold Formed Steel Framing 1.5.4.1 Special Inspector 1.5.4.2 Associate Special Inspector 1.5.5 Concrete Construction 1.5.5.1 Special Inspector 1.5.5.2 Associate Special Inspector

    SECTION 01 45 35 Page 1

  • 1.5.6 Prestressed Concrete Construction 1.5.6.1 Special Inspector 1.5.6.2 Associate Special Inspector 1.5.7 Post-tensioned Concrete Construction 1.5.7.1 Special Inspector 1.5.7.2 Associate Special Inspector 1.5.8 Masonry Construction 1.5.8.1 Special Inspector 1.5.8.2 Associate Special Inspector 1.5.9 Wood 1.5.9.1 Special Inspector 1.5.9.2 Associate Special Inspector 1.5.10 Verification of Site Soil Condition, Fill Placement and

    Load-Bearing Requirements 1.5.10.1 Special Inspector 1.5.10.2 Associate Special Inspector 1.5.11 Deep Foundations 1.5.11.1 Special Inspector 1.5.11.2 Associate Special Inspector 1.5.12 Sprayed Fire Resistant Material 1.5.12.1 Special Inspector 1.5.12.2 Associate Special Inspector 1.5.13 Mastic and Intumescent Fire Resistant Coatings 1.5.13.1 Special Inspector 1.5.13.2 Associate Special Inspector 1.5.14 Exterior Insulation and Finish System (EIFS) 1.5.14.1 Special Inspector 1.5.14.2 Associate Special Inspector 1.5.15 Fire-Resistant Penetrations and Joints 1.5.15.1 Special Inspector 1.5.15.2 Associate Special Inspector 1.5.16 Smoke Control 1.5.16.1 Special Inspector 1.5.16.2 Associate Special Inspector 1.5.17 Special Inspector of Record (SIOR)

    PART 2 PRODUCTS

    2.1 FABRICATOR SPECIAL INSPECTIONS

    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

    -- End of Section Table of Contents --

    SECTION 01 45 35 Page 2

  • **************************************************************************USACE / NAVFAC / AFCEC / NASA UFGS-01 45 35 (February 2015) -----------------------------Preparing Activity: USACE Superseding UFGS-01 45 35 (August 2008)

    UNIFIED FACILITIES GUIDE SPECIFICATIONS

    References are in agreement with UMRL dated April 2018**************************************************************************

    SECTION 01 45 35

    SPECIAL INSPECTIONS02/15

    **************************************************************************NOTE: This guide specification covers the requirements for special inspections when required by UFC 3-301-01. This specification will apply only to buildings.

    Adhere to UFC 1-300-02 Unified Facilities Guide Specifications (UFGS) Format Standard when editing this guide specification or preparing new project specification sections. Edit this guide specification for project specific requirements by adding, deleting, or revising text. For bracketed items, choose applicable item(s) or insert appropriate information.

    Remove information and requirements not required in respective project, whether or not brackets are present.

    Comments, suggestions and recommended changes for this guide specification are welcome and should be submitted as a Criteria Change Request (CCR).

    **************************************************************************

    PART 1 GENERAL

    **************************************************************************NOTE: This guide specification will be applicable to both new buildings and existing building rehabilitations designed according to UFC 3-301-01 STRUCTURAL ENGINEERING.

    In addition to the Special Inspection and testing specified requirements, a registered design professional must perform "structural observations" during construction when required by UFC 3-301-01. All observed deficiencies will be immediately reported to the Contracting Officer. The registered design professional performing these observations will be a representative of the Designer of Record (DOR) for the building being constructed.

    SECTION 01 45 35 Page 3

  • Structural observations are required for the following project conditions per IBC Chapter 17:

    1) Seismic Design Category D, E or F; and assigned to Risk Cat III, IV or V.2) Seismic Design Category D, E or F; and with a height greater than 22860 mm 75 ft.3) Seismic Design Category E, assigned to Risk Category I or II and the building is greater than two stories above grade plane.4) Nominal design wind speed in excess of 49 m/sec 110 mph; and assigned to Risk Cat III, IV or V.5) Nominal deisgn wind speed in excess of 49 m/sec 110 mph; and with a height greater than 23 m 75 ft.

    Coordinate with the Contracting Officer how Structural Observations will be covered for Design-Bid-Build projects as this service will not be covered by the Contractor.

    Special Inspections are minimum Quality Assurance requirements that are in addition to the Quality Control requirements that are defined in Sections 01 45 00.00 10 QUALITY CONTROL and 01 45 00.00 20 QUALITY CONTROL.

    The requirements for Special Inspections, the special inspector, and related testing will be used where required by UFC 3-301-01 and UFC 4-023-03.

    **************************************************************************

    1.1 REFERENCES

    **************************************************************************NOTE: This paragraph is used to list the publications cited in the text of the guide specification. The publications are referred to in the text by basic designation only and listed in this paragraph by organization, designation, date, and title.

    Use the Reference Wizard's Check Reference feature when you add a Reference Identifier (RID) outside of the Section's Reference Article to automatically place the reference in the Reference Article. Also use the Reference Wizard's Check Reference feature to update the issue dates.

    References not used in the text will automatically be deleted from this section of the project specification when you choose to reconcile references in the publish print process.

    **************************************************************************

    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.

    SECTION 01 45 35 Page 4

  • AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)

    ASCE 7 (2017) Minimum Design Loads for Buildings and Other Structures

    INTERNATIONAL CODE COUNCIL (ICC)

    ICC IBC (2018) International Building Code

    U.S. DEPARTMENT OF DEFENSE (DOD)

    UFC 3-310-04 (2013; with Change 1) 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:

    **************************************************************************NOTE: Define the points in construction that structural observations need to occur.

    **************************************************************************

    a. [_____]b. [_____]c. [_____]]

    1.3 DEFINITIONS

    1.3.1 Continuous Special Inspections