Atch_5_Package_2_MTF_Specifications.pdf

For Solicitation Specifications

Motor Transfer Facility D5 Missile Motor Receipt/Storage Facilities, UTTR

Design of the Railway, Motor Transfer Facility (MTF) and Associated Infrastructure

Contract # TBD Solicitation # W9123819R0006

Utah Test and Training Range, Hill Air Force Base, Utah August 21, 2019

Utah Test and Training Range, Hill AFB For Solicitation Motor Transfer Facility 21 August 19

PROJECT TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 45 35 SPECIAL INSPECTIONS

01 91 00.15 TOTAL BUILDING COMMISSIONING

DI VI SI ON 03 - CONCRETE

03 11 13 STRUCTURAL CAST-IN-PLACE CONCRETE FORMING

03 15 00 CONCRETE ACCESSORIES

03 20 00 CONCRETE REINFORCING

03 30 00 CAST-IN-PLACE CONCRETE

03 35 00 CONCRETE FINISHING

03 39 00 CONCRETE CURING

DI VI SI ON 05 - METALS

05 05 23.13 ULTRASONIC INSPECTION OF WELDMENTS

05 05 23.16 STRUCTURAL WELDING

05 12 00 STRUCTURAL STEEL

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 52 00 METAL RAILINGS

DI VI SI ON 07 - THERMAL AND MOI STURE PROTECTI ON

07 11 13 BITUMINOUS DAMPPROOFING

07 19 00 WATER REPELLENTS

07 21 13 BOARD AND BLOCK INSULATION

07 27 10 BUILDING AIR BARRIER SYSTEM

07 27 36 SPRAY FOAM AIR BARRIERS

07 41 63 FABRICATED ROOF PANEL ASSEMBLIES

07 42 63 FABRICATED WALL PANEL ASSEMBLIES

07 60 00 FLASHING AND SHEET METAL

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DI VI SI ON 08 - OPENI NGS

08 11 13 STEEL DOORS AND FRAMES

08 33 23 OVERHEAD COILING DOORS

08 71 00 DOOR HARDWARE

08 91 00 METAL WALL LOUVERS

DI VI SI ON 09 - FI NI SHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 96 00 HIGH-PERFORMANCE COATINGS

DI VI SI ON 10 - SPECI ALTI ES

10 14 00.10 EXTERIOR SIGNAGE

10 14 00.20 INTERIOR SIGNAGE

10 28 13 MISCELLANEOUS ACCESSORIES

DI VI SI ON 13 - SPECI AL CONSTRUCTI ON

13 34 19 METAL BUILDING SYSTEMS

PROJECT TABLE OF CONTENTS Page 1

13 48 00 SEISMIC BRACING FOR MISCELLANEOUS EQUIPMENT

DI VI SI ON 21 - FI RE SUPPRESSI ON

21 13 13 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

DI VI SI ON 22 - PLUMBI NG

22 00 00 PLUMBING, GENERAL PURPOSE

22 15 26 HIGH AND MEDIUM PRESSURE COMPRESSED AIR SYSTEMS AND PIPING

DI VI SI ON 23 - HEATI NG, VENTI LATI NG, AND AI R CONDI TI ONI NG ( HVAC)

23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS

23 03 00 BASIC MECHANICAL MATERIALS AND METHODS

23 05 15 COMMON PIPING FOR HVAC

23 05 48 VIBRATION AND SEISMIC CONTROLS FOR HVAC PIPING AND

EQUIPMENT

23 05 48.19 SEISMIC BRACING FOR HVAC

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 09 00 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 13 INSTRUMENTATION AND CONTROL DEVICES FOR HVAC

23 09 23.02 BACNET DIRECT DIGITAL CONTROL FOR HVAC AND OTHER BUILDING

CONTROL SYSTEMS

23 09 93 SEQUENCES OF OPERATION FOR HVAC CONTROL

23 11 25 FACILITY GAS PIPING

23 23 00 REFRIGERANT PIPING

23 31 13 METAL DUCTS

23 35 00 OVERHEAD VEHICLE TAILPIPE EXHAUST REMOVAL SYSTEM(S)

23 54 16 HEATING SYSTEM; GAS-FIRED HEATERS

23 81 00 DECENTRALIZED UNITARY HVAC EQUIPMENT

23 83 00 ELECTRIC HEAT TRACING SYSTEMS

DI VI SI ON 26 - ELECTRI CAL

26 00 00 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 00 COMMON WORK RESULTS FOR ELECTRICAL

26 05 48 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT

26 08 00 APPARATUS INSPECTION AND TESTING

26 12 19.10 THREE-PHASE PAD-MOUNTED TRANSFORMERS

26 13 00 SF6/HIGH-FIREPOINT FLUIDS INSULATED PAD-MOUNTED SWITCHGEAR

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 24 13 SWITCHBOARDS

26 27 13.10 ELECTRIC METERS

26 28 01 COORDINATED POWER SYSTEM PROTECTION

26 41 00 LIGHTNING PROTECTION SYSTEM

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

DI VI SI ON 27 - COMMUNI CATI ONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

DI VI SI ON 28 - ELECTRONI C SAFETY AND SECURI TY

28 08 10 ELECTRONIC SECURITY SYSTEM ACCEPTANCE TESTING

28 10 05 ELECTRONIC SECURITY SYSTEMS (ESS)

28 31 64 FIRE DETECTION AND ALARM SYSTEM, ADDRESSABLE

PROJECT TABLE OF CONTENTS Page 2

28 50 00 VEHICLE DETECTION LOOP

DI VI SI ON 31 - EARTHWORK

31 00 00 EARTHWORK

31 05 19 GEOTEXTILE

31 05 21 GEOGRID SOIL REINFORCEMENT

31 11 00 CLEARING AND GRUBBING

31 63 29 DRILLED CONCRETE PIERS

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 01 19 FIELD MOLDED SEALANTS FOR SEALING JOINTS IN RIGID

PAVEMENTS

32 11 23 AGGREGATE BASE COURSES

32 12 13 BITUMINOUS TACK AND PRIME COATS

32 12 16 HOT-MIX ASPHALT (HMA) FOR ROADS

32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS

32 15 00 AGGREGATE SURFACING

32 16 19 CONCRETE CURBS, GUTTERS AND SIDEWALKS

32 17 23 PAVEMENT MARKINGS

32 31 13 CHAIN LINK FENCES AND GATES

32 92 19 SEEDING

DI VI SI ON 33 - UTI LI TI ES

33 11 00 WATER UTILITY DISTRIBUTION PIPING

33 30 00 SANITARY SEWERAGE

33 40 00 STORM DRAINAGE UTILITIES

33 51 15 NATURAL-GAS DISTRIBUTION

33 71 01.00 OVERHEAD TRANSMISSION AND DISTRIBUTION

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

DI VI SI ON 34 - TRANSPORTATI ON

34 11 00 RAILROAD TRACK AND ACCESSORIES

34 11 19 WELDING CRANE AND RAILROAD RAIL - THERMITE METHOD

DI VI SI ON 41 - MATERI AL PROCESSI NG AND HANDLI NG EQUI PMENT

41 22 13.13 BRIDGE CRANES

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 3

Package 2 - Motor Transfer Facility 21 August 2019

SEALS AND SIGNATURES Page 1

Revised for Project: MM/DD/YYYY

SECTION 00 01 07

SEALS AND SIGNATURES

Facility or Site Name: Utah Test and Training Range Project Name: D5 Missle Motor Receipt/Storage Facilities, UTTR (Package 2 - Motor Transfer Facility) Contract Designation: W91238-17-D-0027 Engineer: HDR Engineering, Inc.

Victor H. Yanez, RA UT License No. 8894770-0301

The seal and signature to the left applies to the following Specifications divisions and sections of this project manual:

05 52 00 07 11 13 07 19 00 07 27 10 07 27 36 07 41 63 07 42 63 07 60 00 07 84 00 07 92 00 08 11 13 08 33 23 08 71 00 08 91 00 09 22 00 09 29 00 09 96 00 10 14 00.10 10 14 00.20 10 28 13

Thomas P. Hamlin, PE UT License No. 10670513-2203

Specifications divisions and sections of this project manual:

01 45 35 03 11 13.00 03 15 00.00 03 20 00.00 03 30 00.00 03 35 00.00 03 39 00.00 05 05 23.13 05 05 23.16 05 12 00

SEALS AND SIGNATURES Page 2

05 50 13 13 48 00 31 63 29 41 22 13.13

Andrew C. Orton, PE TX License No. 123297

Specifications divisions and sections of this project manual:

01 91 00.15 22 00 00 22 15 26.00 23 00 00 23 03 00.00 23 05 15 23 05 48.00 23 05 48.19 23 05 93 23 07 00 23 09 00 23 09 13 23 09 23.02 23 09 93 23 11 25 23 23 00 23 31 13.00 23 35 00.00 23 54 16.00 23 81 00 23 83 00.00

Jesus Garcia, PE TX License No. 97333

Specifications divisions and sections of this project manual:

26 00 00.00 26 05 00.00 26 05 48.00 26 08 00 26 12 19.10 26 13 00 26 20 00 26 24 13 26 27 13.10 26 28 01.00 26 41 00 26 51 00 26 56 00 27 10 00 28 08 10

SEALS AND SIGNATURES Page 3

28 10 05 28 50 00 33 71 01.00 33 71 02 33 82 00

David W. Stephenson, RCDD License No. 282708

Specifications divisions and sections of this project manual:

27 10 00 28 08 10 28 10 05 28 50 00 33 82 00

Cariann E. Statser, PE CA License No. 62901

Specifications divisions and sections of this project manual:

31 00 00 31 05 19 31 11 00 32 01 19 32 11 23 32 12 13 32 12 16 32 13 13.06 32 15 00 32 16 19 32 17 23 32 31 13 32 92 19 33 11 00 33 30 00 33 40 00 33 51 15

SEALS AND SIGNATURES Page 4

Robert D. Richter, PE TX License No. 125123

Specifications divisions and sections of this project manual:

21 13 13.00 28 31 64.00

Donald L. McCammon, PE UT License No. 9201939-2202

Specifications divisions and sections of this project manual:

34 11 00 34 11 19.00

Engineer’s seal and signature does not apply to the documents that comprise Division 00, Bidding and Contracting Requirements.

It is a violation of applicable laws and regulations governing professional licensing and registration for any person, unless acting under the direction of the licensed and registered design professional(s) indicated above, to alter in any way the Specifications in this project manual.

END OF SEALS AND SIGNATURES

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 Concrete Construction

1.5.4.1 Special Inspector

1.5.4.2 Associate Special Inspector

1.5.5 Verification of Site Soil Condition, Fill Placement and

Load-Bearing Requirements

1.5.5.1 Special Inspector

1.5.5.2 Associate Special Inspector

1.5.6 Special Inspector of Record (SIOR)

PART 2 PRODUCTS

2.1 FABRICATOR SPECIAL INSPECTIONS

PART 3 EXECUTION

3.1 RESPONSIBILITIES

SECTION 01 45 35 Page 1

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

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 (2017) Minimum Design Loads for Buildings and Other Structures

INTERNATIONAL CODE COUNCIL (ICC)

ICC IBC (2018) International Building Code

1.2 GENERAL REQUIREMENTS

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

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

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

a. Prior to initial placement of concrete at wall footings and column footings.

b. Prior to initial placement of concrete slab-on-grade.

c. Prior to initial placement of concrete pilasters to observe installation of anchor bolts for PEMB frames.

d. During erection of PEMB frames.

e. During erection of structural steel frames and runway beams for

60-ton OH bridge crane.

1.3 DEFINITIONS

1.3.1 Continuous Special Inspections

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

SECTION 01 45 35 Page 3

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 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 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.

1.3.9 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).

1.3.10 Contractor's Quality Control (QC) Manager

An individual retained by the prime contractor and qualified in accordance with the Section 01 45 00 QUALITY CONTROL having the overall responsibility for the contractor's QC organization.

1.3.11 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

SECTION 01 45 35 Page 4 professional works. The DOR is also referred to as the Engineer of Record (EOR) in design code documents.

1.3.12 Statement of Special Inspections (SSI)

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

1.3.13 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.

1.3.14 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. 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 information only. 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 eNotebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

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

SD-06 Test Reports

Special Inspections Daily Reports Special Inspections Biweekly Reports

SD-07 Certificates

Fabrication Plant Certificate of Compliance Special Inspector of Record Qualifications; G Special Inspector Qualifications; G Qualification Records for NDT technicians

SD-11 Closeout Submittals

Interim Final Report of Special Inspections Comprehensive Final Report of Special Inspections; G

1.5 SPECIAL INSPECTOR QUALIFICATIONS

Submit qualifications for each special inspector and the special inspector

SECTION 01 45 35 Page 5 of record.

Certifying Associations

AABC Associated Air Balance Council

ACI American Concrete Institute

AWS American Welding Society

FM Factory Mutual

ICC International Code Council

NDT Nondestructive Testing

NICET National Institute for Certification in Engineering Technologies

UL Underwriters Laboratories

1.5.1 Steel Construction and High Strength Bolting

1.5.1.1 Special Inspector

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

b. Registered Professional Engineer with 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. 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

SECTION 01 45 35 Page 6

1.5.4 Concrete Construction

1.5.4.1 Special Inspector

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

b. ACI Concrete Construction Special Inspector, or

c. Registered Professional Engineer with related experience

1.5.4.2 Associate Special Inspector

a. ACI Concrete Construction Special Inspector in Training, or

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

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

1.5.5.1 Special Inspector

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

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

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

d. Registered Professional Engineer with related experience

1.5.5.2 Associate Special Inspector

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

b. 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

1.5.6 Special Inspector of Record (SIOR)

Registered Professional Engineer

PART 2 PRODUCTS

2.1 FABRICATOR SPECIAL INSPECTIONS

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

SECTION 01 45 35 Page 7

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

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

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. Submit qualification records for nondestructive testing (NDT) technicians designated for the project.

g. Submit NDT procedures and equipment calibration records for NDT to be performed and equipment to be used for the project.

h. 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.

SECTION 01 45 35 Page 8

(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.

(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.

i. 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.

j. 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.

k. Submit a copy of the Special Inspector's daily reports to the QC Manager.

l. 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.

m. 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 and mechanical or electrical component certification, that were observed during the reporting period.

(3) Discrepancies which were resolved or corrected.

SECTION 01 45 35 Page 9

(4) A list of nonconforming items requiring resolution.

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

n. 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.

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

o. 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. 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 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

SECTION 01 45 35 Page 10 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.

g. 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

Project:

Location:

Project #:

Date:

C

III

120 *Based on BODD Requirements

No

P822 ‐ D5 MMR/SF ‐ Package 2 ‐ MSM's

Utah Test and Training Range

12345678

7/8/2019

Project Seismic Design Category:

Project Risk Category:

Project Design Wind Speed (mph):

Number of Stories:

Structure Height Above Grade (ft):

Hazardous Occupancy or attached to such?

STATEMENT OF SPECIAL INSPECTIONS

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

SIOR Name (Registered Professional):

Professional Registration Number:

Consulting Firm Name (if any):

SIOR Office AND Mobile Phone Number:

IS

Group H Occupancies (2015 IBC, Section 415) required (per UFGS 01 45 35, Section 1.3.8)

TBD

TBD

TBD

TBD

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

Lateral Force Resisting System (LFRS) 2015 IBC 1704.3.2 and 1704.3.3

Vertical LFRS Elements Notes

PEMB Steel Ordinary Concentrically Braced Frames (R = 3)

PEMB Steel Ordinary Moment Frames (R = 3)

Steel Ordinary Concentrically Braced Frames (R = 3)

North‐South Direction

East‐West Direction

North‐South Direction (At 60‐ton OH Bridge Crane)

See approved PEMB shop drawings

See approved PEMB shop drawings

Horizontal LFRS Elements Notes

PEMB Braced Diaphragm

PEMB Lean‐to Connections

Statement of Special Inspections Page 1 of 2

Project:

Location:

Project #:

Date:

1.

2.

3.

4.

5.

1.

2.

3.

4.

5.

6.

1.

2.

3.

4.

5.

6.

N/A

(2015 IBC 1705.13.3.4) (ASCE 7‐10, 13.2.2, C13.2.2) (UFC 3‐310‐04, 2‐11.2 & 2‐13.2.2)

Non‐structural 'Designated Seismic Systems' (DSS) must remain operable and contain hazardous substances following a design earthquake. Accordingly, all Designated Seismic Systems must be listed below and must be certified by the manufacturer to remain both operable and/or to contain hazardous substances after a design earthquake per UFC 3‐301‐01, Section 2‐13.2.2. Submit said Certificates of Compliance to the Contracting

Officer for each DSS after they have been reviewed and accepted by the EOR/DOR.

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

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

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

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

N/A

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

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

DSS Building fire sprinkler systems

Final Walk Down Inspection and Report

(UFC 3 301 01 SECTION 2‐2.4.3)

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

Responsible Charge

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

1. Record observations of Final Walk Down Inspection

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

3. Document that all Designated Seismic Systems are installed according to construction/manufacturer document requirements, and that Compliance Certificates have been collected (UFC 03 301 01, 2‐13.2.2.1).

Statement of Special Inspections Page 2 of 2

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Utah Test and Training Range

P822 ‐ D5 MMR/SF ‐ Package 2 ‐ MSM's

Designated Seismic Systems (DSS)

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

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. (AISC 360 – Table N5.4‐3)

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. 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.

3. 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

4. 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).

5. 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.

6. 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.

7. 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.

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.

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).

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 (IBC Table 1705.3, 4)

6. Verify use of required mix design OBSERVE Verify that all mixes used comply with the approved construction documents(IBC Table 1705.3, 5)

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.