01 45 35.pdf

SPECIAL OPERATIONS FACILITY PN 92594

FORT BRAGG, NORTH CAROLINA

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 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 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

1.5.6 Prestressed Concrete Construction

1.5.6.1 Special Inspector

1.5.6.2 Associate Special Inspector

1.5.7 Masonry Construction

1.5.7.1 Special Inspector

1.5.7.2 Associate Special Inspector

1.5.8 Verification of Site Soil Condition, Fill Placement and

Load-Bearing Requirements

1.5.8.1 Special Inspector

1.5.8.2 Associate Special Inspector

1.5.9 Smoke Control

SECTION 01 45 35 Page 1

1.5.9.1 Special Inspector

1.5.9.2 Associate Special Inspector

PART 2 PRODUCTS

2.1 FABRICATOR SPECIAL INSPECTIONS

PART 3 EXECUTION

3.1 RESPONSIBILITIES

3.1.1 Quality Control Manager

3.1.2 Special Inspectors

3.2 DEFECTIVE WORK

-- End of Section Table of Contents --

SECTION 01 45 35 Page 2

SECTION 01 45 35

SPECIAL INSPECTIONS

02/15

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) Minimum Design Loads for Buildings and Other Structures

INTERNATIONAL CODE COUNCIL (ICC)

ICC IBC (2015) International Building Code

U.S. DEPARTMENT OF DEFENSE (DOD)

UFC 3-310-04 (2013; with Change 1) Seismic Design of 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.

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.

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.

SECTION 01 45 35 Page 3

1.3.3 Perform

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

1.3.4 Observe

Observe these Special Inspections items on a random daily basis.

Operations need not be delayed pending these inspections.

1.3.5 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.

1.3.6 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.

1.3.7 Third Party

A third party inspector must not be company employee of the Contractor or any Sub-Contractor performing the work to be inspected.

1.3.8 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 QUALITY CONTROL having the overall responsibility for the contractor's QC organization.

1.3.10 Designer of Record (DOR)

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 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.

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.

SECTION 01 45 35 Page 4

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. Designated Seismic Systems will be identified by Owner and will have an Importance Factor Ip = 1.5.

1.4 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government.

Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00.00 37 SUBMITTAL PROCEDURES:

SD-06 Test Reports

Special Inspections Daily Reports Special Inspections Biweekly Reports

SD-07 Certificates

Fabrication Plant Steel Truss Plant Precast Concrete Institute (PCI) Certified Plant Certificate of Compliance Special Inspector Qualifications; G

SD-11 Closeout Submittals

Comprehensive Final Report of Special Inspections; G

1.5 SPECIAL INSPECTOR QUALIFICATIONS

Submit qualifications for each special inspector.

Certifying Associations

AABC Associated Air Balance Council

ACI American Concrete Institute

AWCI Association of the Wall and Ceiling Industry

AWS American Welding Society

FM Factory Mutual

SECTION 01 45 35 Page 5

Certifying Associations

ICC International Code Council

NDT Nondestructive Testing

NICET National Institute for Certification in Engineering Technologies

PCI Precast/Prestressed Concrete Institute

PTI Post-Tensioning Institute

UL Underwriters Laboratories

1.5.1 Steel Construction and High Strength Bolting

1.5.1.1 Special Inspector

ICC Structural Steel and Bolting Special Inspector certificate with one year 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 Cold Formed Steel Framing

1.5.4.1 Special Inspector

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

b. ICC Commercial Building Inspector with one year of experience, or

SECTION 01 45 35 Page 6

1.5.4.2 Associate Special Inspector

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

1.5.5 Concrete Construction

1.5.5.1 Special Inspector

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

b. ACI Concrete Construction Special Inspector.

1.5.5.2 Associate Special Inspector

ACI Concrete Construction Special Inspector in Training.

1.5.6 Prestressed Concrete Construction

1.5.6.1 Special Inspector

a. ICC Pre-stressed Special Inspector Certificate with one year of related experience, or

b. PCI Quality Control Technician/ Inspector Level II Certificate with one year of related experience.

1.5.6.2 Associate Special Inspector

PCI Quality Control Technician/ Inspector Level I Certificate with one year of related experience.

1.5.7 Masonry Construction

1.5.7.1 Special Inspector

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

1.5.7.2 Associate Special Inspector

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

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

1.5.8.1 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. NICET Geotechnical Engineering Technician Level II Construction or Generalist Certificate.

SECTION 01 45 35 Page 7

1.5.8.2 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.

1.5.9 Smoke Control

1.5.9.1 Special Inspector

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

b. Registered Professional Engineer with related experience

1.5.9.2 Associate Special Inspector

Engineer-In-Training with one year 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 certifications to the Contracting Officer for information to allow work performed in the fabricator's shop to not be subjected to Special Inspections.

American Institute of Steel Construction (AISC) Certified Fabrication Plant, Category STD.

Truss Plate Institute (TPI) steel truss plant quality assurance program certification.

Precast Concrete Institute (PCI) Certified Plant, Group C

At the completion of fabrication, submit 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 the construction documents.

PART 3 EXECUTION

****Amendment0002****

3.1 RESPONSIBILITIES

3.1.1 Special Inspector of Record

a. 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.

SECTION 01 45 35 Page 8

3.1.1 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.

3.1.2 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 a copy of the daily reports to the QC Manager.

d. 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.

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/or 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 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.

****Amendment0002****

SECTION 01 45 35 Page 9

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 10

SCHEDULE OF SPECIAL INSPECTIONS (UFGS 01 45 35) REVISED FOR IBC 2015 ON 9/30/16

DESIGNER NOTES (to be deleted after reviewing):

1. This schedule contains minimum requirements. Do not delete applicable inspection tasks unless notes in blue indicate it is acceptable to do so.

2. Blue text = designers notes. The designer must review and edit all blue text in this schedule prior to inserting this schedule into the special inspections spec (UFGS 01 45 35).

3. Check section boxes with ANY inspection tasks applicable to your project. You may choose to delete unchecked sections or leave them in the scheduled unchecked.

4. Individual rows/tasks that that are not applicable to the project may be left in the section, as the inspector can determine whether they occur/apply (e.g. metal trusses in the light gauge framing section for example).

5. Design discipline sections are color coded for easier reference by designers. This schedule does NOT need to be printed in color.

6. When finished editing, delete this note box and save this schedule as a PDF and insert into the project specifications (special inspections section).

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.

SCHEDULE OF SPECIAL INSPECTIONS (UFGS 01 45 35) REVISED FOR IBC 2015 ON 9/30/16

A. STRUCTURAL - STEEL – WELDING SECTION

THIS SECTION APPLICABLE IF BOX IS CHECKED: ☒

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

IBC 1705.2.1, AISC 360-10: 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

IBC 1705.2.1, AISC 360-10: 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 (UFGS 01 45 35) REVISED FOR IBC 2015 ON 9/30/16

A. STRUCTURAL - STEEL – WELDING SECTION (CONTINUED)

STEEL INSPECTION AFTER WELDING – VERIFY THE FOLLOWING ARE IN COMPLIANCE

IBC 2015 1705.2.1, AISC 360-10: 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 (UFGS 01 45 35) REVISED FOR IBC 2015 ON 9/30/16

B. STRUCTURAL - STEEL – BOLTING SECTION

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

IBC 1705.2.1, AISC 360-10: 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

IBC 1705.2.1, AISC 360-10: 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 (UFGS 01 45 35) REVISED FOR IBC 2015 ON 9/30/16

C. STRUCTURAL - STEEL - NON DESTRUCTIVE TESTING SECTION

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

IBC 1705.2.1, AISC 360-10: 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 (UFGS 01 45 35) REVISED FOR IBC 2015 ON 9/30/16

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

THIS SECTION APPLICABLE IF BOX IS CHECKED: ☐

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

IBC 1705.2.1, AISC 341-10: 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 (UFGS 01 45 35) REVISED FOR IBC 2015 ON 9/30/16

E. STRUCTURAL - STEEL - COMPOSITE CONSTRUCTION 1

COMPOSITE CONSTRUCTION PRIOR TO PLACING CONCRETE – VERIFY THE FOLLOWING ARE IN COMPLIANCE IBC 1705.2.1, AISC 360-10: Table N6.1, AISC 341-10: 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 been tied and supported as required

OBSERVE

F. STRUCTURAL - STEEL - OTHER INSPECTIONS

OTHER STEEL INSPECTIONS – VERIFY THE FOLLOWING ARE IN COMPLIANCE

IBC 1705.2.1, AISC 341-10: 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 (UFGS 01 45 35) REVISED FOR IBC 2015 ON 9/30/16

G. 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 (UFGS 01 45 35) REVISED FOR IBC 2015 ON 9/30/16

H. 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 (UFGS 01 45 35) REVISED FOR IBC 2015 ON 9/30/16

I. 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 (UFGS 01 45 35) REVISED FOR IBC 2015 ON 9/30/16

J. 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.]

K. 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 (UFGS 01 45 35) REVISED FOR IBC 2015 ON 9/30/16

L. 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 installed per the manufacturer’s instructions and/or evaluation report.

2. Reinforcing bar welding OBSERVE � Verify weldability of reinforcing bars other than

ASTM A 706

� Inspect single-pass fillet welds, maximum 5/16” in accordance with AWS D1.4

3. All other welding CONTINUOUS Visually inspect all welds in accordance with AWS

D1.4

4. Cast in place anchors and post installed drilled anchors

(downward inclined)

OBSERVE Verify prior to placing concrete that cast in place anchors and post installed drilled anchors have proper embedment, spacing and edge distance.

5. Post-installed adhesive anchors in horizontal or upward inclined orientations

CONTINUOUS AND

DOCUMENT

� Inspect as required per approved ICC-ES report

� Verify that installer is certified for installation of horizontal and overhead installation applications

� Inspect proof loading as required by the contract documents

6. Verify use of required mix design OBSERVE Verify that all mixes used comply with the approved construction documents

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

CONTINUOUS At the time fresh concrete is sampled to fabricate specimens for strength test verify these tests are performed by qualified technicians.

8. Inspect concrete and/or shotcrete placement for proper application techniques

CONTINUOUS Verify proper application techniques are used during concrete conveyance and depositing avoids segregation or contamination. Verify that concrete is properly consolidated.

9. Verify maintenance of specified curing temperature and technique

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

10. Pre-stressed concrete CONTINUOUS Verify application of prestressing forces and grouting of bonded prestressing tendons.

CONTINUED ON FOLLOWING PAGE

1 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.

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

SCHEDULE OF SPECIAL INSPECTIONS (UFGS 01 45 35) REVISED FOR IBC 2015 ON 9/30/16

K. STRUCTURAL - CONCRETE CONSTRUCTION (CONTINUED)

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

11. Inspect erection of precast concrete members

OBSERVE

12. Verify 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.

OBSERVE

13. Inspect formwork for shape, location and dimensions of the concrete member being formed.

1 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.

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

SCHEDULE OF SPECIAL INSPECTIONS (UFGS 01 45 35) REVISED FOR IBC 2015 ON 9/30/16

M. STRUCTURAL - MASONRY CONSTRUCTION SECTION (ALL RISK CATEGORIES)

MASONRY CONSTRUCTION – VERIFY THE FOLLOWING ARE IN COMPLIANCE AT START OF CONSTRUCTION

IBC 1705.4 (ACI 530-13 TABLE 3.1.2 & 3.1.3)

TASK INSPECTION TYPE 1 DESCRIPTION

1. Compliance with approved submittals prior to start OBSERVE

2. Proportions of site-mixed mortar. OBSERVE

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

OBSERVE

4. Prestressing technique OBSERVE

5. Properties of thin bed mortar for AAC masonry OBSERVE

MASONRY CONSTRUCTION – VERIFY THE FOLLOWING ARE IN COMPLIANCE PRIOR TO GROUTING

IBC 1705.4 (ACI 530-13 TABLE 3.1.2 & 3.1.3)

TASK INSPECTION TYPE 1 DESCRIPTION

6. Grout space OBSERVE [NOTE: DOR must either delete

‘OBSERVE’ for Risk Category

IV/V, or delete ‘CONTINUOUS’ for Risk Categories I/II/ III]

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

OBSERVE

8. Proportions of site-mixed grout and prestressing grout for bonded tendons

OBSERVE

9. Placement of masonry units and mortar joints OBSERVE

10. Welding of reinforcement CONTINUOUS

MASONRY CONSTRUCTION – VERIFY THE FOLLOWING ARE IN COMPLIANCE DURING CONSTRUCTION

IBC 1705.4 (ACI 530-13 TABLE 3.1.2 & 3.1.3)

TASK INSPECTION TYPE 1 DESCRIPTION

11. Size and location of structural elements is in compliance

OBSERVE

12. Preparation, construction, and protection of masonry during cold weather (temperature below 40oF (4.4oc) or hot weather (temp above 90oF (32.2oC))

OBSERVE

13. Application and measurement of prestressing force CONTINUOUS

14. Placement of grout and prestressing grout for bonded tendons

CONTINUOUS

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

CONTINUOUS Continuous for first 5000 square feet only (465 square meters).

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

OBSERVE

17. Type, size and placement of reinforcement, connectors, anchor bolts and prestressing tendons and anchorages, including details of anchorage of masonry to structural members, frames, or other construction

OBSERVE [NOTE: DOR must either delete

‘OBSERVE’ for Risk Category

IV/V, or delete ‘CONTINUOUS’ for Risk Categories I/II/III]

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

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

SCHEDULE OF SPECIAL INSPECTIONS (UFGS 01 45 35) REVISED FOR IBC 2015 ON 9/30/16

N. STRUCTURAL - WOOD CONSTRUCTION – SPECIALTY ITEMS SECTION

WOOD CONSTRUCTION – VERIFY THE FOLLOWING ARE IN COMPLIANCE

IBC 1705.5

TASK INSPECTION TYPE 1 DESCRIPTION

1. High-load diaphragms where applicable

OBSERVE Verify thickness and grade of sheathing, size of framing members at panel edges, nail diameters and length, and the number of fastener lines and that fastener spacing is per approved contract documents.

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

OBSERVE Verify that the temporary installation restraint/bracing and the permanent individual truss member restraint/bracing are installed in accordance with the approved truss submittal package

O. STRUCTURAL - WOOD CONSTRUCTION - SEISMIC & WIND SECTION

WOOD CONSTRUCTION SEISMIC AND WIND – VERIFY THE FOLLOWING ARE IN COMPLIANCE

IBC 1705.5

TASK INSPECTION TYPE 1 DESCRIPTION

[NOTE: DOR may uncheck this section where sheathing nailing/fasteners (both shearwall and roof) are consistently greater than 4” on center, or if the design wind speed is less than 110 mph (49 meters/sec) AND the seismic design category is A or B]

1. Nailing, bolting, anchoring and other fastening of elements of the main wind/seismic force-resisting system

OBSERVE Includes connectors for: shearwall sheathing, roof/floor sheathing, drag struts/collectors, braces, hold downs, roof and floor framing connections to exterior walls.

P. STRUCTURAL – ISOLATION AND ENERGY DISSIPATION SYSTEMS SECTION

ISOLATION AND ENERGY DISSIPATION SYSTEMS – VERIFY THE FOLLOWING ARE IN COMPLIANCE

IBC TABLE 1705.2.3

TASK INSPECTION TYPE 1 DESCRIPTION

1. Fabrication and installation OBSERVE Verify that fabrication and installation of isolator units and energy dissipation devices conform to manufacturer’s recommendations and approved construction documents

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

SCHEDULE OF SPECIAL INSPECTIONS (UFGS 01 45 35) REVISED FOR IBC 2015 ON 9/30/16

Q. GEOTECHNICAL - SOILS INSPECTION SECTION

SOILS INSPECTION – VERIFY THE FOLLOWING ARE IN COMPLIANCE

IBC 1705.6

TASK INSPECTION TYPE 1 DESCRIPTION

1. Materials below shallow foundations are adequate to achieve the design bearing capacity.

OBSERVE

2. Excavations are extended to proper depth and have reached proper material

OBSERVE

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

CONTINUOUS

4. Prior to placement of compacted fill, inspect subgrade and verify that site has been prepared properly.

OBSERVE During fill placement, the special inspector shall verify that proper materials and procedures are used in accordance with the provisions of the approved geotechnical report

R. GEOTECHNICAL - DRIVEN DEEP FOUNDATION ELEMENTS SECTION

DEEP DRIVEN FOUNDATION CONSTRUCTION – VERIFY THE FOLLOWING ARE IN COMPLIANCE

IBC 1705.5

TASK INSPECTION TYPE 1 DESCRIPTION

1. Verify element materials, sizes and lengths comply with requirements

CONTINUOUS

2. Inspect driving operations and maintain complete and accurate records for each element

CONTINUOUS

3. Verify placement locations and plumbness, confirm type and size of hammer, record number of blows per foot of penetration, determine required penetrations to achiever design capacity, record tip and butt elevations and document ay damage to foundation element

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

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

SCHEDULE OF SPECIAL INSPECTIONS (UFGS 01 45 35) REVISED FOR IBC 2015 ON 9/30/16

S. GEOTECHNICAL - HELICAL PILE FOUNDATIONS SECTION

HELICAL PILE FOUNDATIONS – VERIFY THE FOLLOWING ARE IN COMPLIANCE

IBC 1705.9

TASK INSPECTION TYPE 1 DESCRIPTION

1. Record installation equipment used, pile dimensions, tip elevations, final depth, final installation torque and other pertinent installation data. The approved geotechnical report and the contract documents shall be used to determine compliance

T. GEOTECHNICAL - CAST IN PLACE DEEP FOUNDATION ELEMENTS SECTION

CAST IN PLACE DEEP FOUNDATION ELEMENTS – VERIFY THE FOLLOWING ARE IN COMPLIANCE

IBC 1705.8

TASK INSPECTION TYPE 1 DESCRIPTION

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

2. Verify placement locations and plumbness, confirm element diameters, bell diameters (if applicable), lengths, embedment into bedrock (if applicable and adequate end-bearing strata capacity. Record concrete or grout volumes

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

SCHEDULE OF SPECIAL INSPECTIONS (UFGS 01 45 35) REVISED FOR IBC 2015 ON 9/30/16

U. FIRE PROTECTION - SPRAYED FIRE-RESISTANT MATERIALS SECTION

SPRAYED FIRE RESISTANT MATERIALS – VERIFY THE FOLLOWING ARE IN COMPLIANCE

IBC 1705.14

TASK INSPECTION TYPE 1 DESCRIPTION

1. Surface condition OBSERVE

Prior to application confirm that surface has been prepared per the approved fire-resistance design and manufacturer’s instructions.

2. Application OBSERVE Prior to application confirm that the substrate meets the minimum ambient temperature per the approved fire-resistance design and manufacturer’s instructions.

3. Material thickness OBSERVE Verify that the thickness of the SFRM to structural elements is not less than the thickness require by the fire-resistant design in more that 10 percent of the measurement, but in no case less than minimum allowable thickness required by 1705.14.

4. Material density OBSERVE Verify that the thickness of the SFRM to structural elements is not less than the thickness require by the fire-resistant design in more than 10 percent of the measurement, but in no case less than minimum allowable thickness required by IBC

1705.14.5

5. Bond strength OBSERVE Verify cohesive/adhesive bond strength of the cured SFRM applied to the structural element is not less than 150psf and according to IBC 1705.14.6

V. FIRE PROTECTION - MASTIC AND INTUMESCENT COATINGS SECTION

MASTIC AND INTUMESCENT FIRE-RESISTANT COATINGS – VERIFY THE FOLLOWING ARE IN COMPLIANCE

IBC 1705.15

TASK INSPECTION TYPE 1 DESCRIPTION

1. Surface preparation OBSERVE

Inspections shall be performed in accordance with AWCI 12-B and the contract documents

W. FIRE PROTECTION – FIRE RESISTANT PENETRATIONS AND JOINTS SECTION

FIRE RESISTANT PENETRATIONS AND JOINTS – VERIFY THE FOLLOWING ARE IN COMPLIANCE

IBC 1705.17

TASK INSPECTION TYPE 1 DESCRIPTION

1. Inspections of penetration firestop systems conducted in accordance with ASTM E 2174.

[NOTE: This section applies to Risk Category III, IV, & V only. DOR may choose to uncheck this section where project is assigned to Risk

Category I or II. Confirm Risk Category with

Structural Engineer]

2. Inspections of fire-resistant joint systems conducted in accordance with ASTM E 2393

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

SCHEDULE OF SPECIAL INSPECTIONS (UFGS 01 45 35) REVISED FOR IBC 2015 ON 9/30/16

X. FIRE PROTECTION – SMOKE CONTROL SECTION

SMOKE CONTROL – VERIFY THE FOLLOWING ARE IN COMPLIANCE

IBC 1705.17

TASK INSPECTION TYPE 1 DESCRIPTION

1. Verify device locations and perform leakage testing

Perform during erection of ductwork and prior to concealment

2. Pressure difference testing, flow measurements and detection and control verification

Perform prior to occupancy and after sufficient completion

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

SCHEDULE OF SPECIAL INSPECTIONS (UFGS 01 45 35) REVISED FOR IBC 2015 ON 9/30/16

Y. ARCHITECTURAL - EXTERIOR INSULATION AND FINISH SYSTEMS SECTION

EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS) – VERIFY THE FOLLOWING ARE IN COMPLIANCE

IBC 1705.16

TASK INSPECTION TYPE 1 DESCRIPTION

1. Water resistive barrier coating applied over a sheathing substrate.

Verify that water resistive barrier coating complies with ASTM E 2570.

[NOTE: not applicable to masonry or concrete wall applications. Uncheck this section in those cases]

Z. ARCHITECTURAL – ARCHITECTURAL COMPONENTS

ARCHITECTURAL COMPONENTS – VERIFY THE FOLLOWING ARE IN COMPLIANCE

IBC 1705.12.5, 1705.12.7

TASK INSPECTION TYPE 1 DESCRIPTION

[NOTE: This section is not applicable to Seismic Design Categories A, B, & C. Uncheck this section if one of those categories applies. Confirm Seismic Design Category with the structural engineer]

1. Erection and fastening of exterior cladding and interior and exterior veneer.

Verify appropriate materials, fasteners and attachment at commencement of work and at completion. Inspector Note: Inspection not required if height is less than 30 feet or weight is less than 5psf

2. Interior and exterior non-load bearing walls

OBSERVE Verify appropriate materials, fasteners and attachment at commencement of work and at completion.