Attachment 08 IBC Special Inspections.pdf

ACEC/SEAOG SI GL 01 –19 page A1

STATEMENT OF SPECIAL INSPECTIONS

PROJECT:

LOCATION:

PERMIT APPLICANT:

APPLICANT’S ADDRESS:

ARCHITECT OF RECORD:

STRUCTURAL ENGINEER OF RECORD:

MECHANICAL ENGINEER OF RECORD:

ELECTRICAL ENGINEER OF RECORD:

REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE:

This Statement of Special Inspections is submitted in accordance with Section 1704.3 of the 2018 International Building Code. It includes a Schedule of Special Inspection Services applicable to the above-referenced Project as well as the identity of the individuals, agencies, or firms intended to be retained for conducting these inspections. If applicable, it includes Special Inspections for Seismic Resistance and/or Special Inspections for Wind Resistance.

Are Special Inspections for Seismic Resistance included in the Statement of Special Inspections?

Yes No

Are Special Inspections for Wind Resistance included in the Statement of Special Inspections?

Yes No

The Special Inspector(s) shall keep records of all inspections and shall furnish interim inspection reports to the Building Official and to the Registered Design Professional in Responsible Charge at a frequency agreed upon by the Design Professional and the Building Official prior to the start of work. Discrepancies shall be brought to the immediate attention of the Contractor for correction. If the discrepancies are not corrected, the discrepancies shall be brought to the attention of the Building Official and the Registered Design Professional in Responsible Charge prior to completion of that phase of work. A Final Report of Special Inspections documenting required special inspections and corrections of any discrepancies noted in the inspections shall be submitted to the Building Official and the Registered Design Professional in Responsible Charge at the conclusion of the project.

Frequency of interim report submittals to the Registered Design Professional in Responsible Charge:

Weekly Bi-Weekly Monthly Other; specify:

The Special Inspection program does not relieve the Contractor of the responsibility to comply with the Contract Documents. Jobsite safety and means and methods of construction are solely the responsibility of the Contractor.

Statement of Special Inspections Prepared by:

Type or print name

Signature Date

Building Official’s Acceptance:

Permit Number:

Frequency of interim report submittals to the Building Official:

Monthly Bi- Monthly Upon Completion Other; specify:

Preparer’s Seal

Chattooga River Work Center 9975 Highway 441S, Lakemont, GA 30552 Page 1 of 17

Chattooga River Work Center

9975 Highway 441S, Lakemont, GA 30552

Anthony Iorillo

Matthew Hammond

Miles Dennis Johnson

Robbie E. Rahn

Anthony Iorillo

Matthew Hammond

11/15/2023

ACEC/SEAOG SI GL 01 –19 page A4

FINAL REPORT OF SPECIAL INSPECTIONS

PROJECT:

LOCATION:

PERMIT APPLICANT:

APPLICANT’S ADDRESS:

ARCHITECT OF RECORD:

STRUCTURAL ENGINEER OF RECORD:

MECHANICAL ENGINEER OF RECORD:

ELECTRICAL ENGINEER OF RECORD:

REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE:

To the best of my information, knowledge, and belief, which are based upon observations or diligent supervision of our inspection services for the above-referenced Project, I hereby state that the special inspections or testing required for this Project, and designated for this Agent in the Schedule of Special Inspection Services, have been completed in accordance with the Contract Documents.

The Special Inspection program does not relieve the Contractor of the responsibility to comply with the Contract Documents. Jobsite safety and means and methods of construction are solely the responsibility of the Contractor.

Interim reports submitted prior to this final report and numbered to form a basis for, and are to be considered an integral part of this final report. The following discrepancies that were outstanding since the last interim report dated have been corrected:

(Attach 8 ½”x11” continuation sheet(s) if required to complete the description of corrections)

Prepared By:

Special Inspection Agent/Firm

Type or print name

9975 Highway 441S, Lakemont, GA 30552 Page 2 of 17

Chattooga River Work Center

9975 Highway 441S, Lakemont, GA 30552

Anthony Iorillo

Matthew Hammond

Miles Dennis Johnson

Robbie E. Rahn

Anthony Iorillo

PROJECT

APPLICABLE TO THIS PROJECT

MATERIAL / ACTIVITY SERVICE Y/N EXTENT AGENT* DATE COMPLETED

1705.1.1 Special Cases (work

unusual in nature, including but not limited to alternative materials and systems, unusual design applications, materials and systems with special manufacturer's requirements - add additional rows as needed.)

Submittal review, shop (3) and/or field inspection

1. Inspection of anchors post-installed in solid grouted masonry: Per research reports including verification of anchor type, anchor dimensions, hole dimensions, hole cleaning procedures, anchor spacing, edge distances, masonry unit, grout, masonry compressive strength, anchor embedment and tightening torque

Field inspection N

Periodic or as required by the research report issued by an approved source

2. Aggregate Pier Inspection: The special inspector's responsibilities include, but are not limited to, review of the aggregate pier designer's use of soil parameters as presented in the project soils report, and during construction, verification of aggregate properties, type and number of lifts of aggregate, hole size and depths and top elevations of the pier elements, and applied energy. Additionally, results of qualitative tests on production aggregate pier elements such as modulus load testing, uplift pull-out testing, bottom stabilization tests and dynamic cone penetration tests, shall be reviewed to verify compliance with design specifications.

Field inspection N

Periodic or as required by the research report issued by an approved source

1. Fabricator and erector documents

(Verify reports and certificates as listed in AISC 360, Section N 3.2 for compliance with construction documents)

Submittal Review N Each submittal

2. Material verification of structural steel Shop (3) and field inspection N Periodic

3. Structural steel welding:

a. Inspection tasks Prior to Welding

(Observe, or perform for each welded joint or member, the QA tasks listed in AISC 360, Table N5.4-

1)

Shop (3) and field inspection N Observe or Perform as noted (4)

b. Inspection tasks During Welding

(Observe, or perform for each welded joint or member, the QA tasks listed in AISC 360, Table N5.4-

2)

Shop (3) and field inspection N Observe (4)

c. Inspection tasks After Welding

(Observe, or perform for each welded joint or member, the QA tasks listed in AISC 360, Table N5.4-

3)

Shop (3) and field inspection N

d. Nondestructive testing (NDT) of welded joints: see Commentary

1) Complete penetration groove welds 5/16" or greater in risk category III or IV

Shop (3) or field ultrasonic testing - 100% N Periodic

2) Complete penetration groove welds 5/16" or greater in risk category II

Shop (3) or field ultrasonic testing - 10% of welds minimum N Periodic

SCHEDULE OF SPECIAL INSPECTIONS SERVICES

N

1705.2.1 Structural Steel Construction

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9975 Highway 441S, Lakemont, GA 30552 Page 3 of 17

MATERIAL / ACTIVITY SERVICE Y/N EXTENT AGENT* DATE COMPLETED

SCHEDULE OF SPECIAL INSPECTIONS SERVICES

N

3) Welded joints subject to fatigue when required by AISC 360, Appendix 3, Table A-3.1

Shop (3) or field radiographic or

Ultrasonic testing N Periodic

4) Fabricator's NDT reports when fabricator performs NDT Verify reports N Each submittal (5)

4. Structural steel bolting: Shop (3) and field inspection

a. Inspection tasks Prior to Bolting

(Observe, or perform tasks for each bolted connection, in accordance with QA tasks listed in AISC 360, Table N5.6-1)

N

b. Inspection tasks During Bolting

(Observe the QA tasks listed in

AISC 360, Table N5.6-2)

N Observe (4)

1) Pre-tensioned and slip-critical joints

a) Turn-of-nut with matching markings N Periodic

b) Direct tension indicator N Periodic

c) Twist-off type tension control bolt N Periodic

d) Turn-of-nut without matching markings N Continuous

e) Calibrated wrench N Continuous

2) Snug-tight joints N Periodic

c. Inspection tasks After Bolting

(Perform tasks for each bolted connection in accordance with QA tasks listed in AISC 360, Table N5.6-

3)

N Perform (4)

5. Visual inspection of exposed cut surfaces of galvanized structural steel main members and exposed corners of the rectangular HSS for cracks subsequent to galvanizing

Shop (3) or field inspection N Periodic

6. Embedments (Verify diameter, grade, type, length, embedment. See

1705.3 for anchors)

Field inspection N Periodic

7. Verify member locations, braces, stiffeners, and application of joint details at each connection comply with construction documents

Field inspection N Periodic

1. Manufacturer documents (Verify reports and certificates as listed in

SDI QA/QC, Section 2, Paragraphs

2.1 and 2.2 for compliance with construction documents)

Submittal Review N Each submittal

2. Material verification of steel deck, mechanical fasteners and welding materials

Shop (3) and field inspection N Periodic

3. Cold-formed steel deck placement: Shop (3) and field inspection

a. Inspection tasks Prior to Deck

Placement (Perform the QA tasks listed in SDI QA/QC, Appendix 1

Table 1.1)

N Perform (4)

b. Inspection tasks After Deck

Placement (Perform the QA tasks listed in SDI QA/QC, Appendix 1

Table 1.2)

N Perform (4)

4. Cold-formed steel deck welding: Shop (3) and field inspection

a. Inspection tasks Prior to Welding

(Observe the QA tasks listed in SDI

QA/QC, Appendix 1 Table 1.3)

N Observe (4)

b. Inspection tasks During Welding

(Observe the QA tasks listed in SDI

QA/QC, Appendix 1 Table 1.4)

N Observe (4)

c. Inspection tasks After Welding

(Perform the QA tasks listed in SDI

QA/QC, Appendix 1 Table 1.5)

N Perform (4)

5. Cold-formed steel deck mechanical fastening:

Shop (3) and field inspection

1705.2.2 Cold-Formed Steel Deck

ACEC/SEAOG SI GL 01 – 19 B2 of B10

9975 Highway 441S, Lakemont, GA 30552 Page 4 of 17

MATERIAL / ACTIVITY SERVICE Y/N EXTENT AGENT* DATE COMPLETED

SCHEDULE OF SPECIAL INSPECTIONS SERVICES

N

a. Inspection tasks Prior to

Mechanical Fastening (Observe the

QA tasks listed in SDI QA/QC, Appendix 1 Table 1.6)

N Observe (4)

b. Inspection tasks During

Mechanical Fastening (Observe the

QA tasks listed in SDI QA/QC, Appendix 1 Table 1.7)

N Observe (4)

c. Inspection tasks After Mechanical

Fastening (Perform the QA tasks listed in SDI QA/QC, Appendix 1

Table 1.8)

N Perform (4)

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

a. End connections - welding or bolted.

per SJI CJ or SJI 100 N Periodic b.. Bridging - horizontal or diagonal.

1) Standard bridging. per SJI CJ or SJI 100 N Periodic

2) Bridging that differs from the specifications listed in SJI CJ or

SJI 100.

N Periodic

Verify temporary and permanent restraint/bracing are installed in accordance with the approved truss submittal package

Field inspection N Periodic

1. Inspection and placement verification of reinforcing steel and prestressing tendons.

Shop (3) and field inspection Y Periodic 1

2. Reinforcing bar welding:

a. Verification of weldability of bars other than ASTM A706.

N Periodic

b. Inspection of single-pass fillet welds 5/16 or less in size.

N Periodic

c. Inspection of all other welds. N Continuous

3. Inspection of anchors cast in concrete.

Shop (3) and field inspection Y Periodic 1

4. Inspection of anchors post-installed in hardened concrete members per research reports, or, if no specific requirements are provided, requirements shall be provided by the registered design professional and approved by the building official, including verification of anchor type, anchor dimensions, hole dimensions, hole cleaning procedures, anchor spacing, edge distances, concrete minimum thickness, anchor embedment and tightening torque

Field inspection Y

Periodic or as required by the research report issued by an approved source

a. Adhesive anchors installed in horizontal or upward-inclined orientation that resist sustained tension loads.

N Continuous

b. Mechanical and adhesive anchors not defined in 4a.

N Periodic

5. Verify use of approved design mix Shop (3) and field inspection Y Periodic 1

6. Prior to placement, fresh concrete sampling, perform slump and air content tests and determine temperature of concrete and perform any other tests as specified in construction documents.

Shop (3) and field inspection Y Continuous 1

7. Inspection of concrete and shotcrete placement for proper application techniques

Shop (3) and field inspection Y Continuous 1

8. Verify maintenance of specified curing temperature and techniques Shop (3) and field inspection Y Periodic 1

1705.2.3. Open-Web Steel Joists and Joist Girders

1705.2.4. Cold-Formed Steel Trusses Spanning 60 feet or Greater

1705.3 Concrete Construction

ACEC/SEAOG SI GL 01 – 19 B3 of B10

9975 Highway 441S, Lakemont, GA 30552 Page 5 of 17

MATERIAL / ACTIVITY SERVICE Y/N EXTENT AGENT* DATE COMPLETED

SCHEDULE OF SPECIAL INSPECTIONS SERVICES

N

9. Inspection of prestressed concrete: Shop (3) and field inspection

a. Application of prestressing force N Continuous

b. Grouting of bonded prestressing tendons N Continuous

10. Inspect erection of precast concrete members N Periodic

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

Review field testing and laboratory reports N Periodic

12. Inspection of formwork for shape, lines, location and dimensions Field inspection Y Periodic 1

13. Concrete strength testing and verification of compliance with construction documents

Field testing and review of laboratory reports Y Periodic 1

1. Prior to construction, verification of compliance of submittals Submittal Review N Prior to Construction

1. Prior to construction verification of f'm and f'AAC except where specifically required by the code

Testing by unit strength method or prism test method N Prior to Construction

2. During construction, verification of Slump Flow and Visual Stability

Index (VSI) when self-consolidating grout is delivered to project site.

Testing by unit strength method or prism test method N Periodic

1. During construction, verification of f'm and f'AAC for every 5,000 SF

Testing by unit strength method or prism test method N Periodic

2. During construction, verification of proportions of materials as delivered to the project site for premixed or preblended mortar, prestressing grout, and grout other than self-consolidating grout.

Field inspection N Periodic

a. Proportions of the site-prepared mortar Field inspection N Periodic

b. Grade and size of prestressing tendons and anchorages Field Inspection N Periodic

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

Field Inspection N Periodic

(D) Levels 2 and 3 Quality Assurance:

1705.4 Masonry Construction

(A) Level 1, 2 and 3 Quality Assurance:

(B) Level 2 & 3 Quality Assurance:

(C) Level 3 Quality Assurance:

MINIMUM VERIFICATION REQUIREMENTS

MINIMUM SPECIAL INSPECTION REQUIREMENTS

1. As masonry construction begins, verify that the following are in

ACEC/SEAOG SI GL 01 – 19 B4 of B10

9975 Highway 441S, Lakemont, GA 30552 Page 6 of 17

MATERIAL / ACTIVITY SERVICE Y/N EXTENT AGENT* DATE COMPLETED

SCHEDULE OF SPECIAL INSPECTIONS SERVICES

N

d. Prestressing technique Field Inspection N Periodic

e. Properties of thin-bed mortar for

AAC masonry N

Level 2 - Continuous (b)

Level 2 - Periodic (c)

(b) Required for the first 5,000 square feet

(c) Required after the first 5,000 square feet N Level 3 - Continuous

N Level 2 - Periodic

N Level 3 - Continuous

N Level 2 - Periodic

N Level 3 - Continuous

b. Placement of prestressing tendons and anchorages Field Inspection N Periodic

N Level 2 - Periodic

N Level 3 - Continuous

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

Field Inspection N Periodic

a. Materials and procedures with the approved submittals Field inspection N Periodic

b. Placement of masonry units and mortar joint construction Field Inspection N Periodic

c. Size and location of structural members Field inspection N Periodic

N Level 2 - Periodic

Level 3 - Continuous

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

N

Level 2 - Continuous (b)

Level 2 - Periodic (c)

(b) Required for the first 5,000 square feet

(c) Required after the first 5,000 square feet N Level 3 - Continuous

N Level 2 - Periodic

N Level 3 - Continuous

1. For prefabricated wood structural elements, inspection of the fabrication process and assemblies in accordance with Section 1704.2.5.

In-plant review (3) Y Periodic 1

2. For high-load diaphragms, verify grade and thickness of structural panel sheathing agree with approved building plans.

Field inspection N Periodic

3. For high-load diaphragms, verify nominal size of framing members at adjoining panel edges, nail or staple diameter and length, number of fastener lines, and that spacing between fasteners in each line and at edge margins agree with approved building plans

Field inspection N Periodic

1705.5 Wood Construction

Field Inspection

f. Sample panel construction Field Inspection

Field inspection

3. Verify compliance of the following during construction:

Field inspection

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

Field inspection

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

Field inspection N Continuous

N Continuous

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

Field inspection N Periodic

N Continuous

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

Field inspection

e. Welding of reinforcement Field inspection

2. Prior to grouting, verify that the following are in compliance:

a. Grout space Field Inspection

g. Application and measurement of prestressing force Field testing

c. Placement of reinforcement, connectors, and anchor bolts

ACEC/SEAOG SI GL 01 – 19 B5 of B10

9975 Highway 441S, Lakemont, GA 30552 Page 7 of 17

MATERIAL / ACTIVITY SERVICE Y/N EXTENT AGENT* DATE COMPLETED

SCHEDULE OF SPECIAL INSPECTIONS SERVICES

N

4. Metal-plate-connected wood trusses:

a. Verification that permanent individual truss member restraint/bracing has been installed in accordance with the approved truss submittal package when the truss height is greater than or equal to 60".

Field inspection Y Periodic 1

b. For trusses spanning 60 feet or greater: verify temporary and permanent restraint/bracing are installed in accordance with the approved truss submittal package

Field inspection N Periodic

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

Field inspection Y Periodic 1

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

Field inspection Y Periodic 1

3. Perform classification and testing of compacted fill materials.

Field inspection Y Periodic 1

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

Field inspection Y Continuous 1

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

Field inspection Y Periodic 1

1. Verify element materials, sizes and lengths comply with requirements Field inspection N Continuous

2. Determine capacities of test elements and conduct additional load tests, as required

Field inspection N Continuous

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

Field inspection N Continuous

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

Field inspection N Continuous

5. For steel elements, perform additional inspections per Section

1705.2

See Section 1705.2 N See Section 1705.2

6. For concrete elements and concrete-filled elements, perform tests and additional inspections per

Section 1705.3

See Section 1705.3 N See Section 1705.3

7. For specialty elements, perform additional inspections as determined by the registered design professional in responsible charge

Field inspection N

In accordance with construction documents

1705.6 Soils

1705.7 Driven Deep Foundations

ACEC/SEAOG SI GL 01 – 19 B6 of B10

9975 Highway 441S, Lakemont, GA 30552 Page 8 of 17

MATERIAL / ACTIVITY SERVICE Y/N EXTENT AGENT* DATE COMPLETED

SCHEDULE OF SPECIAL INSPECTIONS SERVICES

N

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

Field inspection N Continuous

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

Field inspection N Continuous

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

See Section 1705.3 N See Section 1705.3

Verify installation equipment, pile dimensions, tip elevations, final depth, final installation torque and other installation data as required by construction documents.

Field inspection N Continuous

1. List of fabricated items requiring special inspection during fabrication:

Shop inspection

As noted in each applicable shop activity

2. List of fabricated items to be fabricated on the premises of a fabricator approved to perform such work without special inspection

(including name of approved agency providing periodic auditing):

a. Structural Steel: AIISC Certified

Plant (BU)

1. Inspection of field gluing operations of elements of the main windforce-resisting system

Field inspection N Continuous

2. Inspection of nailing, bolting, anchoring and other fastening of components within the main windforce-resisting system, including wood shear walls, wood diaphragms, drag struts, braces and hold-downs.

Shop (3) and field inspection N Periodic

1.Inspection during welding operations of elements of the main windforce-resisting system

Shop (3) and field inspection N Periodic

2. Inspection of screw attachment, bolting, anchoring and other fastening of components within the main windforce-resisting system, including shear walls, braces, diaphragms, collectors (drag struts) and hold-downs.

Shop (3) and field inspection N Periodic

1. Roof covering, roof deck and roof framing connections.

Shop (3) and field inspection N Periodic

2. Exterior wall covering and wall connections to roof and floor diaphragms.

Shop (3) and field inspection N Periodic

1. Seismic force-resisting systems in

SDC B, C, D, E, or F.

Shop (3) and field inspection N

In accordance with

AISC 341

2. Structural steel elements in SDC B, C, D, E, or F other than those in Item

1. including struts, collectors, chords and foundation elements.

Shop (3) and field inspection N In accordance with

AISC 341

1705.11.1 Structural Wood Special Inspections For Wind Resistance

1705.11.2 Cold-formed Steel Special Inspections For Wind Resistance

1705.11.3 Wind-resisting Components

1705.12.1 Structural Steel Special Inspections for Seismic Resistance

1705.8 Cast-in-Place Deep Foundations

1705.9 Helical Pile Foundations

1705.10 Fabricated items

ACEC/SEAOG SI GL 01 – 19 B7 of B10

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MATERIAL / ACTIVITY SERVICE Y/N EXTENT AGENT* DATE COMPLETED

SCHEDULE OF SPECIAL INSPECTIONS SERVICES

N

1. Field gluing operations of elements of the seismic-force resisting system for SDC C, D, E or F.

Field inspection N Continuous

2. Nailing, bolting, anchoring and other fastening of components within the seismic-force-resisting system including wood shear walls, wood diaphragms, drag struts, shear panels and hold-downs for SDC C, D, E or F.

Shop (3) and field inspection N Periodic

1. During welding operations of elements of the seismic-force-resisting system for SDC C, D, E or F.

Shop (3) and field inspection N Periodic

2. Screw attachment, bolting, anchoring and other fastening of components within the seismic-force-resisting system including shear walls, braces, diaphragms, collectors

(drag struts) and hold-downs for SDC

C, D, E or F.

Shop (3) and field inspection N Periodic

For SDC C, D, E or F, inspect and verify that that the component label, anchorage or mounting conforms to the certificate of compliance in accordance with ASCE 7 Section

13.2.2.

Field inspection N Periodic

1. For SDC D, E or F, inspection during the erection and fastening of exterior cladding and interior or exterior veneer more than 30 feet above grade or walking surface and weighing more than 5 psf.

Field inspection N Periodic

2. For SDC D, E or F, inspection during the erection and fastening of interior nonbearing walls more than

30 feet above grade or walking surface and weighing more than 15 psf.

Field inspection N Periodic

3. For SDC D, E or F, inspection during the erection and fastening of exterior nonbearing walls more than

30 feet above grade or walking surface.

N

4. For SDC D, E or F, inspection during anchorage of access floors Field inspection N Periodic

1. Inspection during the anchorage of electrical equipment for emergency or standby power systems in SDC C, D, E or F

Field inspection N Periodic

2. Inspection during the anchorage of other electrical equipment in SDC E or F

Field inspection N Periodic

3. Inspection during installation and anchorage of piping systems designed to carry hazardous materials, and their associated mechanical units in SDC C, D, E or F

Field inspection N Periodic

1705.12.3 Cold-formed Steel Light-Frame Construction Special Inspections for Seismic Resistance

1705.12.4 Designated Seismic Systems Verification Special Inspections for Seismic Resistance

1705.12.5 Architectural Components Special Inspections for Seismic Resistance

1705.12.6 Plumbing, Mechanical and Electrical Components Special Inspections for Seismic Resistance

1705.12.2 Structural Wood Special Inspections for Seismic Resistance

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MATERIAL / ACTIVITY SERVICE Y/N EXTENT AGENT* DATE COMPLETED

SCHEDULE OF SPECIAL INSPECTIONS SERVICES

N

4. Inspection during the installation and anchorage of HVAC ductwork designed to contain hazardous materials in SDC C, D, E or F

Field inspection N Periodic

5. Inspection during the installation and anchorage of vibration isolation systems in SDC C, D, E or F where nominal clearance of 1/4 inch or less is required by the approved construction documents

Field inspection N Periodic

6. Inspection during installation of mechanical and electrical equipment, including duct work, piping systems and their structural supports, where automatic fire sprinkler systems are installed in structures assigned to

SDC C, D, E, or F to verify one of the following unless flexible sprinkler hose fittings are used:

a. ASCE/SEI 7, Section 13.2.3 minimum required clearances have been provided.

Field inspection N Periodic

b. A three inch or greater nominal clearance has been provided between fire protection sprinkler system drops and sprigs and: structural members not used collectively or independently to support the sprinklers; equipment attached to the building structure; and other systems' piping.

Field inspection N Periodic

Inspection during the anchorage of storage racks 8 feet or greater in height in structures assigned to SDC

D, E or F.

Field inspection N Periodic

Inspection during the fabrication and installation of isolator units and energy dissipation devices used as part of the seismic isolation system in structures assigned to SDC B, C, D, E or F.

Shop and field inspection N Periodic

Inspection of installation of cold-formed steel special bolted moment frames in the seismic force-resisting systems in structures assigned to

SDC D, E or F.

Field inspection N Periodic

1. Nondestructive testing of structural steel in the seismic force-resisting systems in accordance with AISC 341 in structures assigned to SDC B, C, D, E or F.

Field test N Periodic

2. Nondestructive testing of structural steel elements in the seismic force-resisting systems not covered in 1 above including struts, collectors, chords and foundation elements in accordance with AISC 341 in structures assigned to SDC B, C, D, E or F.

Field test N Periodic

1705.12.8 Seismic Isolation Systems

1705.12.9 Cold-formed Steel Special Bolted Moment Frames

1705.13.1 Structural Steel Testing for Seismic Resistance

1705.12.7 Storage Racks Special Inspections for Seismic Resistance

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MATERIAL / ACTIVITY SERVICE Y/N EXTENT AGENT* DATE COMPLETED

SCHEDULE OF SPECIAL INSPECTIONS SERVICES

N

Review certificate of compliance for designated seismic system components in structures assigned to

SDC B, C, D, E or F.

Certificate of compliance review N Each submittal

Review certificate of compliance for designated seismic system components in structures assigned to

SDC C, D, E or F

Certificate of compliance review N Each submittal

Test seismic isolation system in accordance with ASCE 7 Section

17.8 in structures assigned to SDC B, C, D, E or F.

Prototype testing N Per ASCE 7

1. Verify surface condition preparation of structural members Field inspection N Periodic

2. Verify minimum thickness of sprayed fire-resistant materials applied to structural members

Field inspection N Periodic

3. Verify density of the sprayed fire-resistant material complies with approved fire-resistant design

Field inspection and testing N Per IBC Section

1705.14.5

4. Verify the cohesive/adhesive bond strength of the cured sprayed fire-resistant material

Field inspection and testing N Per IBC Section

1705.14.6

5. Condition of finished application Field inspection N Periodic

Inspect and test mastic and intumescent fire-resistant coatings applied to structural elements and decks per AWCI 12-B

Field inspection and testing N Periodic

Inspection of water-resistive barrier over sheathing substrate Field inspection N Periodic

1. Inspect penetration firestop Field testing N Per ASTM E2174

2. Inspect fire-resistant joint systems Field testing N Per ASTM E2393

1. Leakage testing and recording of device locations prior to concealment Field testing N Periodic

2. Prior to occupancy and after sufficient completion, pressure difference testing, flow measurements, and detection and control verification

Field testing N Periodic

* INSPECTION AGENTS

FIRM ADDRESS TELEPHONE NO.

1. To Be Selected By Owner

2.

3.

4.

Notes: 1. The inspection and testing agent(s) shall be engaged by the Owner or the Owner's Agent, and not by the Contractor or Subcontractor whose work is to be inspected or tested. Any conflict of interest must be disclosed to the Building Official prior to commencing work. The qualifications of the Special Inspector(s) and/or testing agencies may be subject to the approval of the Building Official and/or the Design Professional.

2. The list of Special Inspectors may be submitted as a separate document, if noted so above.

3. Shop Inspections of fabricated items are not required where the fabricator is approved in accordance with IBC Section 1704.2.5.1 and listed in activity 1709.2.

4. Observe: Observe on a random basis, operations need not be delayed pending these inspections. Perform: These tasks shall be performed for each welded joint, bolted connection, or steel element.

5. NDT of welds completed in an approved fabricator's shop may be performed by that fabricator when approved by the AHJ. Refer to AISC 360, N6.

Are Special Inspections for Seismic Resistance included in the Statement of Special Inspections ? Yes No

Are Special Inspections for Wind Resistance included in the Statement of Special Inspections ? Yes No

DATE:

1705.18 Smoke Control Systems

1705.13.4 Seismic Isolation Systems

1705.14 Sprayed Fire-resistant Materials

1705.15 Mastic and Intumescent Fire-Resistant Coatings

1705.16 Exterior Insulation and Finish Systems (EIFS)

1705.17 Fire-Resistant Penetrations and Joints

1705.13.2 Seismic Certification of Nonstructural Components

1705.13.3 Seismic Certification of Designated Seismic Systems

ACEC/SEAOG SI GL 01 – 19 B10 of B10

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ACEC/SEAOG SI GL 01 –19 page C1

Contractor’s Statement of Responsibility

Each contractor responsible for the construction or fabrication of a main wind or seismic force-resisting system, designated seismic system or wind or seismic-resisting component listed in the Statement of Special Inspections, Special Inspections for Seismic or Wind Resistance, must submit a Statement of Responsibility.

Project:

Contractor’s Name:

Address:

License No.:

Description of building systems and components included in Statement of Responsibility:

Contractor’s Acknowledgement of Special Requirements

I hereby acknowledge that I have received, read, and understand the Statement of Special Inspections and Special Inspection program:

I hereby acknowledge that control will be exercised to obtain conformance with the approved construction documents.

Name and Title (type or print)

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ACEC/SEAOG SI GL 01 –19 page C2

Fabricator’s Certificate of Compliance

Each approved fabricator that is exempt from Special Inspection of shop fabrication and implementation procedures per section 1704.2.5.1 of the International Building Code must submit Fabricator’s Certificate of Compliance at the completion of fabrication.

Project:

Fabricator’s Name:

Address:

Certification or Approval Agency:

Certification Number:

Date of Last Audit or Approval:

Description of structural members and assemblies that have been fabricated:

I hereby certify that items described above were fabricated in strict accordance with the approved construction documents.

Name and Title (type or print)

Attach copies of fabricator’s certification or building code evaluation service report and fabricator’s quality control manual.

9975 Highway 441S, Lakemont, GA 30552 Page 14 of 17

PROJECT NAME / ADDRESS:

INSPECTION TYPE(S) COVERAGE

O CONTINUOUS O PERIODIC

TIME BEGINNING INSPECTION: TIME ENDING INSPECTION:

DESCRIBE INSPECTIONS MADE, INCLUDING LOCATIONS:

LIST TESTS MADE:

LIST ITEMS REQUIRING CORRECTIONS, CORRECTIONS OF PREVIOUSLY LISTED ITEMS AND

PREVIOUSLY LISTED UNCORRECTED ITEMS: PROVIDE COPIES OF DISCREPANCY NOTICES:

COMMENTS:

DESIGN DRAWINGS, AND SPECIFICATIONS, EXCEPT AS NOTED ABOVE.

CERTIFICATION: NUMBER:

One copy of this report to remain at job site with the contractor for review upon request.

SPECIAL INSPECTION DAILY REPORT

TO THE BEST OF MY KNOWLEDGE, WORK INSPECTED WAS IN ACCORDANCE WITH THE APPROVED

PRINTED FULL NAME

SIGNED: DATE:

NOTE BY "SPECIAL INSPECTOR" OR

ACED/SEAOG SI GL 01-12 p. D1

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CONTINUOUS PERIODIC

TIME ENDING INSPECTION:

DESCRIBE INSPECTIONS MADE, INCLUDING LOCATIONS:

LIST TESTS MADE:

DATE

HOURS

LIST ITEMS REQUIRING CORRECTIONS, CORRECTIONS OF PREVIOUSLY LISTED ITEMS AND

PREVIOUSLY LISTED UNCORRECTED ITEMS: PROVIDE COPIES OF DISCREPANCY NOTICES:

COMMENTS:

DESIGN DRAWINGS, AND SPECIFICATIONS, EXCEPT AS NOTED ABOVE.

CERTIFICATION: NUMBER:

One copy of this report to remain at job site with the contractor for review upon request.

SPECIAL INSPECTION INTERIM REPORT

TOTAL

INSPECTION TIME

EACH DAY

TIME BEGINNING INSPECTION:

TO THE BEST OF MY KNOWLEDGE, WORK INSPECTED WAS IN ACCORDANCE WITH THE APPROVED

DATE:SIGNED:

PRINTED FULL NAME

NOTE BY "SPECIAL INSPECTOR" OR

PROVIDE NAME OF TESTING AGENCY

ACEC/SEAOG SI GL 01 – 19 page D2

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CONTINUOUS PERIODIC

AREA INSPECTED

CERTIFICATION: NUMBER:

One copy of this report to remain at job site with the contractor for review upon request.

MAKE THE FOLLOWING CORRECTIONS AND SECURE INSPECTION APPROVAL PRIOR TO

PROCEEDING WITH THIS PHASE OF THE WORK.

O CONTRACTOR

O OWNER

DISCREPANCY NOTICE No.

NOTE BY "SPECIAL INSPECTOR" OR

PROVIDE NAME OF TESTING AGENCY

PRINTED FULL NAME

SPECIAL INSPECTION DISCREPANCY NOTICE

TYPE OF INSPECTION

NOTICE DELIVERED TO:

SIGNED: DATE:

DATE: TIME:

O ENGINEER/ARCHITECT

ACEC/SEAOG SI GL 01 – 19 page D3

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