Addendum 3 - G-201-SPECIAL INSPECTIONS.pdf

STATEMENT OF SPECIAL INSPECTIONS (2021 IBC)

1 THIS STATEMENT OF SPECIAL INSPECTIONS IS INCLUDED AS REQUIRED BY SECTION 1704.3 OF THE 2021 INTERNATIONAL BUILDING CODE (IBC).

2 SPECIAL INSPECTIONS SHALL CONFORM TO CHAPTER 17 OF THE 2021 IBC AND OTHER APPLICABLE STANDARDS AS SUMMARIZED HEREIN.

GENERAL REQUIREMENTS ARE LISTED BELOW AND IN THE ATTACHED SCHEDULE OF SPECIAL INSPECTIONS TABLES. SPECIAL INSPECTIONS DO NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY TO COMPLY WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS.

3 REFER TO THE PROJECT SPECIFICATIONS FOR ADDITIONAL SPECIAL INSPECTION OR TESTING REQUIREMENTS. IF CONFLICTING REQUIREMENTS ARE FOUND BETWEEN THE SPECIFICATIONS AND THE SCHEDULES OF SPECIAL INSPECTIONS, THE MOST STRINGENT PROVISION SHALL CONTROL UNLESS DIRECTED OTHERWISE IN WRITING BY THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE.

4 THE OWNER SHALL EMPLOY ONE OR MORE APPROVED AGENCIES TO PROVIDE SPECIAL INSPECTIONS AND TESTS FOR THIS PROJECT.

5 EACH SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTATE COMPETENCE, TO THE SATISFACTION OF THE AUTHORITY HAVING JURISDICTION, FOR THE INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION.

PRIOR TO THE START OF CONSTRUCTION, EACH SPECIAL INSPECTOR SHALL PROVIDE WRITTEN DOCUMENTATION TO THE AUTHORITY HAVING JURISDICTION DEMONSTRATING THEIR COMPETENCE AND RELEVANT EXPERIENCE OR TRAINING. EXPERIENCE OR TRAINING SHALL BE CONSIDERED RELEVENT WHEN THE DOCUMENTED EXPERIENCE OR TRAINING IS RELATED IN COMPLEXITY TO THE SAME TYPE OF SPECIAL

INSPECTION ACTIVITIES FOR PROJECTS OF SIMILAR COMPLEXITY AND MATERIAL QUALITIES.

6 THE CONTRACTOR SHALL GRANT AND MAINTAIN ACCESS FOR THE SPECIAL INSPECTOR. THE CONSTRUCTION OR WORK FOR WHICH SPECIAL INSPECTION OR TESTING IS REQUIRED SHALL REMAIN ACCESSIBLE AND EXPOSED FOR SPECIAL INSPECTION OR TESTING PURPOSES UNTIL

COMPLETION OF THE REQUIRED SPECIAL INSPECTION OR TESTING.

7 THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING REASONABLE NOTICE TO THE SPECIAL INSPECTOR(S) REGARDING WHEN ELEMENTS OF

THE PROJECT WILL BE READY FOR EFFICIENT IMPLEMENTATION OF SPECIAL INSPECTIONS.

8 THE CONTRACTOR SHALL PROVIDE ACCESS TO THE LATEST VERSION OF ALL APPROVED PLANS AND SHOP DRAWINGS FOR THE SPECIAL

INSPECTOR'S USE IN PERFORMING SPECIAL INSPECTIONS.

9 APPROVED SPECIAL INSPECTORS SHALL KEEP RECORDS OF THEIR SPECIAL INSPECTIONS AND TESTS. THE SPECIAL INSPECTOR SHALL SUBMIT REPORTS OF SPECIAL INSPECTIONS AND TESTS TO THE AUTHORITY HAVING JURISDICTION AND TO THE REGISTERED DESIGN PROFESSIONALS IN RESPONSIBLE CHARGE. REPORTS SHALL INDICATE THAT WORK INSPECTED OR TESTED WAS OR WAS NOT COMPLETED IN CONFORMANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS. DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE AUTHORITY HAVING JURISDICTION AND TO THE REGISTERED DESIGN PROFESSIONALS IN RESPONSIBLE CHARGE PRIOR TO THE COMPLETION OF THAT PHASE OF THE WORK. A FINAL REPORT DOCUMENTING REQUIRED SPECIAL INSPECTIONS AND TESTS, AND CORRECTION OF DISCREPANCIES, SHALL BE SUBMITTED AT A POINT IN TIME AGREED UPON PRIOR TO THE START OF WORK BY THE OWNER OR OWNER'S AUTHORIZED AGENT TO

THE AUTHORITY HAVING JURISDICTION.

10 SPECIAL INSPECTION OF FABRICATED ITEMS: WHERE FABRICATION OF STRUCTURAL, LOAD-BEARING, OR LATERAL LOAD-RESISTING MEMBERS OR ASSEMBLIES IS BEING CONDUCTED ON THE PREMISES OF A FABRICATOR'S SHOP, SPECIAL INSPECTION OF THE FABRICATED ITEMS SHALL BE PERFORMED DURING FABRICATION, EXCEPT WHERE THE FABRICATOR HAS BEEN APPROVED TO PERFORM WORK WITHOUT SPECIAL

INSPECTIONS IN ACCORDANCE WITH THE FOLLOWING CRITERIA:

A SPECIAL INSPECTIONS DURING FABRICATION ARE NOT REQUIRED WHERE THE WORK IS DONE ON THE PREMISES OF A FABRICATOR APPROVED TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION. APPROVAL SHALL BE BASED ON REVIEW OF THE FABRICATOR ’S WRITTEN FABRICATION PROCEDURES AND QUALITY CONTROL MANUALS THAT PROVIDE A BASIS FOR CONTROL OF MATERIALS AND WORKMANSHIP, WITH PERIODIC AUDITING OF FABRICATION AND QUALITY CONTROL PRACTICES BY AN APPROVED AGENCY OR THE AUTHORITY HAVING JURISDICTION.

B AT COMPLETION OF FABRICATION, THE APPROVED FABRICATOR SHALL SUBMIT A CERTIFICATE OF COMPLIANCE TO THE OWNER OR OWNER ’S AUTHORIZED AGENT FOR SUBMITTAL TO THE AUTHORITY HAVING JURISDICTION AS SPECIFIED IN 2021 IBC SECTION 1704.5 STATING THAT THE

WORK WAS PERFORMED IN ACCORDANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS.

11 SUBMITTALS TO THE AUTHORITY HAVING JURISDICTION: IN ADDITION TO THE SUBMITTAL OF REPORTS OF SPECIAL INSPECTIONS AND TESTS IN ACCORDANCE WITH 2021 IBC SECTION 1704.2.4, REPORTS AND CERTIFICATES SHALL BE SUBMITTED BY THE OWNER OR THE OWNER'S AUTHORIZED AGENT TO THE AUTHORITY HAVING JURISDICTION FOR EACH OF THE FOLLOWING, AS APPLICABLE:

A CERTIFICATES OF COMPLIANCE FOR THE FABRICATION OF STRUCTURAL, LOAD-BEARING, OR LATERAL LOAD RESISTING MEMBERS OR ASSEMBLIES ON THE PREMISES OF AN APPROVED FABRICATOR IN ACCORDANCE WITH 2021 IBC SECTION 1704.2.5.1.

B CERTIFICATES OF COMPLIANCE FOR THE SEISMIC QUALIFICATION OF NONSTRUCTURAL COMPONENTS, SUPPORTS, AND ATTACHMENTS IN

ACCORDANCE WITH 2021 IBC SECTION 1705.14.2.

C CERTIFICATES OF COMPLIANCE FOR DESIGNATED SEISMIC SYSTEMS IN ACCORDANCE WITH 2021 IBC SECTION 1705.14.3.

D CERTIFICATES OF COMPLIANCE FOR OPEN WEB STEEL JOISTS AND JOIST GIRDERS IN ACCORDANCE WITH 2021 IBC SECTION 2207.5.

E REPORTS OF MATERIAL PROPERTIES VERIFYING COMPLIANCE WITH THE REQUIREMENTS OF AWS D1.4 FOR WELDABILITY OF REINFORCING BARS

COMPLYING WITH A STANDARD OTHER THAN ASTM A706 THAT ARE TO BE WELDED.

F REPORTS OF MILL TESTS FOR REINFORCING BARS COMPLYING WITH ASTM A615 AND USED TO RESIST EARTHQUAKE-INDUCED FLEXURAL OR AXIAL FORCES IN SPECIAL MOMENT FRAMES, SPECIAL STRUCTURAL WALLS, OR COUPLING BEAMS CONNECTING SPECIAL STRUCTURAL WALLS OF SEISMIC FORCE-RESISTING SYSTEMS IN STRUCTURES ASSIGNED TO SEISMIC DESIGN CATEGORY B, C, D, E, OR F.

12 THE INSPECTION TYPES DEFINED BELOW, AS APPLICABLE, ARE SPECIFIED IN THE ATTACHED SCHEDULE OF SPECIAL INSPECTION TABLES:

A "OBSERVE" SHALL MEAN TO INSPECT THE ITEM(S) ON AN INTERMITTENT, PERIODIC BASIS. OPERATIONS NEED NOT BE DELAYED PENDING THESE INSPECTIONS. FREQUENCY OF OBSERVATIONS SHALL BE ADEQUATE TO CONFIRM THAT THE WORK HAS BEEN PERFORMED IN ACCORDANCE WITH THE APPLICABLE DOCUMENTS. IN THE EVENT THAT OBSERVATIONS DETERMINE THAT THE MATERIALS AND / OR WORKMANSHIP ARE NOT IN CONFORMANCE WITH THE APPLICABLE DOCUMENTS, ADDITIONAL INSPECTIONS SHALL BE PERFORMED TO DETERMINE THE EXTENT OF

NONCONFORMANCE.

B "PERFORM" SHALL MEAN TO PERFORM THE TASK FOR EACH ITEM OR ELEMENT PRIOR TO FINAL ACCEPTANCE.

C "CONTINUOUS" SHALL MEAN CONSTANT, CONTINUOUS MONITORING OF THE TASK(S) BY A SPECIAL INSPECTOR OVER THE DURATION OF

PERFORMANCE OF THE TASK(S).

D "DOCUMENT" SHALL MEAN TO DOCUMENT IN A REPORT OR OTHER WRITTEN DOCUMENTATION, IN ADDITION TO ALL OTHER REQUIRED REPORTS, THAT THE WORK HAS OR HAS NOT BEEN PERFORMED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

STRUCTURAL -- MASONRY CONSTRUCTION -- LEVEL 2 -- RISK CATEGORY I, II OR III

TASK INSPECTION

TYPE DESCRIPTION

PRIOR TO CONSTRUCTION, VERIFY THE FOLLOWING ARE IN COMPLIANCE WITH 2021 IBC 1705.4 AND TMS 602-16 TABLE 3.

1 COMPLIANCE OF SUBMITTALS OBSERVE

2 NET AREA COMPRESSIVE STRENGTH OF

MASONRY (f'm) OBSERVE

DURING CONSTRUCTION, VERIFY THE FOLLOWING ARE IN COMPLIANCE WITH 2021 IBC 1705.4 AND TMS 602-16 TABLE 3.

3 SELF-CONSOLIDATING GROUT OBSERVE • SLUMP FLOW

• VISUAL STABILITY INDEX (VSI)

AS CONSTRUCTION BEGINS, VERIFY THE FOLLOWING ARE IN COMPLIANCE WITH 2021 IBC 1705.4 AND TMS 602-16 TABLE 4.

4 SITE-PREPARED MORTAR OBSERVE VERIFY PROPORTIONS.

5 REINFORCEMENT, CONNECTORS, AND ANCHOR

BOLTS OBSERVE TYPE, GRADE, AND SIZE.

6 SAMPLE PANEL CONSTRUCTION OBSERVE

PRIOR TO GROUTING, VERIFY THE FOLLOWING ARE IN COMPLIANCE WITH 2021 IBC 1705.4 AND TMS 602-16 TABLE 4.

7 GROUT SPACE OBSERVE

8 REINFORCEMENT, CONNECTORS, AND ANCHOR

BOLTS OBSERVE

9 SITE-PREPARED GROUT OBSERVE VERIFY PROPORTIONS.

DURING CONSTRUCTION, VERIFY THE FOLLOWING ARE IN COMPLIANCE WITH 2021 IBC 1705.4 AND TMS 602-16 TABLE 4.

10 MATERIALS AND PROCEDURES OBSERVE VERIFY PERFORMED IN ACCORDANCE WITH THE APPROVED SUBMITTALS.

11 MASONRY UNITS AND MORTAR JOINTS OBSERVE VERIFY PLACEMENT.

12 STRUCTURAL MEMBERS OBSERVE VERIFY SIZE AND LOCATION.

13 ANCHORS AND OTHER ANCHORAGE OBSERVE

• TYPE, SIZE, AND LOCATION

• VERIFY OTHER DETAILS OF ANCHORAGE OF MASONRY TO STRUCTURAL

MEMBERS, FRAMES, OR OTHER CONSTRUCTION

14 WELDING OF REINFORCEMENT CONTINUOUS • VERIFY WELDABILITY OF REINFORCING BARS OTHER THAN ASTM A706

• INSPECT IN ACCORDANCE WITH AWS D1.4

15 PREPARATION, CONSTRUCTION, AND

PROTECTION OF MASONRY OBSERVE • COLD WEATHER PROCEDURES

• HOT WEATHER PROCEDURES

16 GROUT PLACEMENT CONTINUOUS VERIFY PREPARATION, PROCEDURES, AND TECHNIQUES.

17 GROUT AND MORTAR SPECIMENS OBSERVE VERIFY THE TEST SPECIMENS ARE PREPARED BY QUALIFIED TECHNICIANS.

GEOTECHNICAL -- SOILS INSPECTION

TASK INSPECTION

TYPE DESCRIPTION

DURING CONSTRUCTION, VERIFY THE FOLLOWING ARE IN COMPLIANCE WITH 2021 IBC 1705.6.

1 VERIFY MATERIALS BELOW SHALLOW

FOUNDATIONS OBSERVE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY

2 VERIFY EXCAVATIONS OBSERVE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL

3 PERFORM CLASSIFICATION AND TESTING OF

COMPACTED FILL MATERIALS OBSERVE

DURING FILL PLACEMENT VERIFY USE OF

PROPER MATERIALS AND PROCEDURES IN

ACCORDANCE WITH THE PROVISIONS OF THE

APPROVED GEOTECHNICAL REPORT.

CONTINUOUS MATERIALS, DENSITIES, AND LIFT THICKNESSES

PRIOR TO PLACEMENT OF COMPACTED FILL,

INSPECT SUBGRADE AND VERIFY THAT THE 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.

5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436

405.840.2931 | fsb-ae.com

Frankfurt-Short-Bruza Associates,P.C.

20190320

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT MANAGER:

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

DATEDESCRIPTION

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2 AUGUST 2024

G-201

SPECIAL INSPECTIONS

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1 ADDENDUM 03 09/09/2024