SPECIAL INSPECTION AND VERIFICATION OF PIER ......ART. 3.4 SEC. 1.13 c. PROPORTIONS OF SITE-PREPARED...

PROJECT NO.

CHECKED BY:

DRAWN BY:

W. Mark Watson

PE, LLC

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2016-330

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June 17, 2016

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W. MARK WATSON, PE, LLC

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July 14, 2017

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QUALITY ASSURANCE

PROGRAM

S1.2

SCALE: 3/4" = 1'-0"

SPECIAL INSPECTION AND VERIFICATION OF PIER FOUNDATIONS

SPECIAL INSPECTION AND VERIFICATION OF SOILS SPECIAL INSPECTION AND VERIFICATION OF CONCRETE CONSTRUCTION SPECIAL INSPECTION AND VERIFICATION OF STEEL CONSTRUCTION

SPECIAL INSPECTION AND VERIFICATION OF MASONRY

SPECIAL INSPECTION AND VERIFICATION OF STEEL DECK

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2017

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TUPELO, MS 38804

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[email protected]

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PHONE: 662-260-5083

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431 W. MAIN STREET, SUITE 320

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STRUCTURAL ENGINEERS

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ENGINEER

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9/5/2017

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QUALITY ASSURANCE PROGRAM

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2012 INTERNATIONAL BUILDING CODE - CHAPTER 17

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VERIFICATION AND INSPECTION TASK

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1. OBSERVE DRILLING OPERATIONS AND MAINTAIN COMPLETE AND ACCURATE RECORDS FOR EACH PIER.

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2. VERIFY PLACEMENT LOCATIONS AND PLUMBNESS, CONFIRM PIER DIAMETERS, BELL DIAMETERS (IF APPLICABLE), LENGTH, EMBEDMENT INTO BEDROCK (IF APPLICABLE) AND ADEQUATE END BEARING STRATA CAPACITY.

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3. FOR CONCRETE PIERS, PERFORM ADDITIONAL INSPECTIONS IN ACCORDANCE WITH SECTION 1704.4 AND THE CONCRETE SPECIAL INSPECTION TABLES.

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4. FOR MASONRY PIERS, PERFORM ADDITIONAL INSPECTIONS IN ACCORDANCE WITH SECTION 1704.5 AND THE MASONRY SPECIAL INSPECTION TABLES.

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CONTINUOUS DURING TASK LISTED

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PERIODICALLY DURING TASK LISTED

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IBC REFERENCE

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1. VERIFY MATERIALS BELOW FOOTINGS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY.

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2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL.

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3. PERFORM CLASSIFICATION AND TESTING OF CONTROLLED FILL MATERIALS.

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4. VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESS DURING PLACEMENT AND COMPACTION OF CONTROLLED FILL.

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5. PRIOR TO PLACEMENT OF CONTROLLED FILL, OBSERVE SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY.

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1705.6

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1705.6

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1705.6

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1705.6

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1705.6

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IBC REFERENCE

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1. INSPECTION OF REINFORCING STEEL, INCLUDING PRESTRESSING TENDONS AND PLACEMENT.

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1910.4

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2. INSPECTION OF REINFORCING STEEL WELDING IN ACCORDANCE WITH TABLE 1705.2.2, ITEM 2b.

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AWS D1.4

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ACI 318: 3.5.2

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3. INSPECTION OF ANCHORS CAST IN CONCRETE WHERE ALLOWABLE LOADS HAVE BEEN INCREASED OR WHERE STRENGTH DESIGN IS USED.

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1909.1

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4. INSPECTION OF ANCHORS POST- INSTALLED INTO HARDENED CONCRETE

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VERIFICATION AND INSPECTION

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REFERENCED

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FREQUENCY OF INSPECTION

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IBC

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SECTION

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REFERENCE FOR CRITERIA

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STANDARD

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VERIFICATION AND INSPECTION

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STANDARD

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1. MATERIAL VERIFICATION OF HIGH- STRENGTH BOLTS, NUTS AND WASHERS:

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a. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS.

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MATERIAL

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SPECIFICATIONS;

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AISC 360

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b. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED.

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2. INSPECTION OF HIGH-STRENGTH BOLTING:

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a. BEARING TYPE CONNECTIONS.

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b. SLIP-CRITICAL CONNECTIONS.

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AISC 360,

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1704.3.3

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3. MATERIAL VERIFICATION OF STRUCTURAL STEEL:

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a. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS.

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b. MANUFACTURER'S CERTIFIED MILL TEST REPORTS.

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OR ASTM A 568

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1708.4

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ASTM A 6,

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4. MATERIAL VERIFICATION OF WELD FILLER MATERIALS:

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a. IDENTIFICATION MARKINGS TO CONFORM TO AWS SPECIFICATION IN THE APPROVED CONSTRUCTION DOCUMENTS.

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AISC 360,

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b. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED.

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5. INSPECTION OF WELDING: a. STRUCTURAL STEEL :

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1) COMPLETE AND PARTIAL PENETRATION GROOVE WELDS.

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2) MULTIPASS FILLET WELDS.

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3) SINGLE-PASS FILLET WELDS>5/16"

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4) SINGLE-PASS FILLET WELDS<5/16"

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AWS D1.1

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1704.3.1

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5) FLOOR AND ROOF DECK WELDS.

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AWS D1.3

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b. REINFORCING STEEL:

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1) VERIFICATION OF WELDABILITY OF REINFORCING STEEL OTHER THAN ASTM A 706.

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2) REINFORCING STEEL-RESISTING FLEXURAL AND AXIAL FORCES IN INTERMEDIATE AND SPECIAL MOMENT FRAMES, AND BOUNDARY ELEMENTS OF SPECIAL REINFORCED CONCRETE SHEAR WALLS AND SHEAR REINFORCEMENT.

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3) SHEAR REINFORCEMENT.

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4) OTHER REINFORCING STEEL.

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ACI 318 3.5.2

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AWS D1.4

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6. INSPECTION OF STEEL FRAME JOINT DETAIL FOR COMPLIANCE WITH APPROVED CONSTRUCTION DOCUMENTS:

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1704.3.2

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IBC

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SECTION

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1708.4

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REFERENCED

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SECTION A3.3

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APPLICABLE ASTM

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a. DETAILS SUCH AS BRACING AND STIFFENING.

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b. MEMBER LOCATIONS.

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c. APPLICATION OF JOINT DETAILS AT EACH CONNECTION.

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SECTION M2.5

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ASTM A 6,

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OR ASTM A 568

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SECTION A3.5

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1. AS MASONRY CONSTRUCTION BEGINS, THE FOLLOWING SHALL BE VERIFIED TO ENSURE COMPLIANCE:

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IBC

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SECTION

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ACI 530/ASCE

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5/TMS 402

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ACI 530.1/ASCE

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6/TMS 602

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a. PROPORTIONS OF SITE-PREPARED MORTAR.

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ART. 2.6A

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b. CONSTRUCTION OF MORTAR JOINTS.

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ART. 3.3B

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ART. 3.4, 3.6A

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c. LOCATION OF REINFORCEMENT, CONNECTORS, PRESTRESSING TENDONS AND ANCHORAGES.

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d. PRESTRESSING TECHNIQUE

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ART. 3.6B

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ART. 2.4B, 2.4H

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e. GRADE AND SIZE OF PRESTRESSING TENDONS AND ANCHORAGES.

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2. THE INSPECTION PROGRAM SHALL VERIFY:

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a. SIZE AND LOCATION OF STRUCTURAL ELEMENTS.

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ART. 3.3G

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b. TYPE, SIZE AND LOCATION OF ANCHORS, INCLUDING OTHER DETAILS OF ANCHORAGE OF MASONRY TO STRUCTURAL MEMBERS, FRAMES OR OTHER CONSTRUCTION.

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SEC. 2.1.10.7.2,

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3.3.3.4(b)

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c. SPECIFIED SIZE, GRADE AND TYPE OF REINFORCEMENT

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ART. 2.4, 3.4

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SEC. 1.13

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d. WELDING OF REINFORCING BARS.

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e. PROTECTION OF MASONRY DURING COLD WEATHER (TEMPERATURE BELOW 40° F) OR HOT WEATHER (TEMPERATURE ABOVE 90° F)

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2104.3,

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2104.4

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ART. 1.8C,

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1.8D

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f. APPLICATION AND MEASUREMENT OF PRESTRESSING FORCES.

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ART. 3.6B

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3. PRIOR TO GROUTING, THE FOLLOWING SHALL BE VERIFIED TO ENSURE COMPLIANCE:

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a. GROUT SPACE IS CLEAN.

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ART. 3.2D

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b. PLACEMENT OF REINFORCEMENT, CONNECTORS AND PRESTRESSING TENDONS AND ANCHORAGES.

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ART. 3.4

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SEC. 1.13

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c. PROPORTIONS OF SITE-PREPARED GROUT AND PRESTRESSING GROUT FOR BONDED TENDONS.

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ART. 2.6B

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d. CONSTRUCTION OF MORTAR JOINTS.

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ART. 3.3B

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4. GROUT PLACEMENT SHALL BE VERIFIED TO ENSURE COMPLIANCE WITH CODE AND CONSTRUCTION DOCUMENT PROVISIONS.

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ART. 3.5

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a. GROUTING OF PRESTRESSING BONDED TENDONS

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ART. 3.6C

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5. PREPARATION OF ANY REQUIRED GROUT SPECIMENS, MORTAR SPECIMENS AND/OR PRISMS SHALL BE OBSERVED.

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ART. 1.4

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2105.2.2,

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2105.3

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6. COMPLIANCE WITH REQUIRED INSPECTION PROVISIONS OF THE CONSTRUCTION DOCUMENTS AND THE APPROVED SUBMITTALS SHALL BE VERIFIED.

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ART. 1.5

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SEC. 1.2.2(e),

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2.1.4.3.1.6

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e. INSPECTION OF REINFORCING BAR LAPS.

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7. HIGH LIFT GROUTING:

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a. GROUT PLACEMENT.

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b. CELL PERIMETER TO INSURE EXCESS GROUT HAS BEEN REMOVED FROM INSIDE OF CELLS.

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SECTION

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SECTION

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7.1-7.7

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ACI 318: 3.5,

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TABLE 1705.6

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TABLE 1705.3

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SPECIAL INSPECTION FOR STRUCTURAL STEEL SHALL BE IN ACCORDANCE w/ THE QUALITY ASSURANCE INSPECTION REQUIREMENTS OF AISC 360.

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MASONRY CONSTRUCTION SHALL BE INSPECTED AND VERIFIED IN ACCORDANCE w/ TMS 402/ACI530/ASCE 5 AND TMS 602/ACI 530.1/ASCE 6 QUALITY ASSURANCE PROGRAM REQUIREMENTS.

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TABLE 1705.7

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SPECIAL INSPECTIONS SHALL BE PERFORMED CONTINUOUSLY DURING INSTALLATION OF HELICAL PILE FOUNDATIONS AS REFERENCED IN IBC SECTION 1705.9. THE INFORMATION RECORDED SHALL INCLUDED INSTALLATION EQUIPMENT USED, PILE DIMENSIONS, TIP ELEVATIONS, FINAL DEPTH, FINAL INSTALLATION TORQUE AND OTHER PERTINENT INSTALLATION DATA AS REQUIRED BY THE REGISTERED STRUCTURAL ENGINEER IN RESPONSIBLE CHARGE.

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1705.7

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1705.9

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1705.7

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1705.9

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1705.7

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1705.9

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1705.7

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1705.9

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5. VERIFYING USE OF REQUIRED DESIGN MIX.

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6. AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS AND DETERMINE THE TEMPERATURE OF THE CONCRETE.

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9. INSPECTION OF PRESTRESSED CONCRETE:.

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11. VERIFICATION OF IN-SITU CONCRETE STRENGTH, PRIOR TO STRESSING OF TENDONS IN POST-TENSIONED CONCRETE AND PRIOR TO REMOVAL OF SHORING AND FORMS FROM BEAMS AND STRUCTURAL SLABS.

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12. INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED.

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a. APPLICATION OF PRESTRESSING FORCES.

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b. GROUTING OF BONDED PRESTRESSING TENDONS IN THE SEISMIC-FORCE-RESISTING-SYSTEM.

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21.2.8

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ACI 318: 8.1.3,

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5.2-5.4

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1904.2, 1910.2,

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1910.3

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ASTM C 172

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ASTM C 31

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ACI 318: 5.6, 5.8

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1910.10

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ACI 318: 5.9, 5.10

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1910.6, 1910.7,

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1910.8

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ACI 318: 6.1.1

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ACI 318: CH. 4,

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8.1.3, 21.2.8

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ACI 318: 3.8.6,

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7. INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES.

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8. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES.

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ACI 318: 5.11-5.13

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1910.9

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ACI 318: 18.20

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ACI 318: 18.18.4

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10. ERECTION OF PRECAST (TILT UP PANELS) CONCRETE MEMBERS.

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ACI 318: CH. 16

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ACI 318: 6.2

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1. VERIFY STEEL DECK MATERIALS VIA IDENTIFICATION MARKINGS AND MANUFACTURER'S CERTIFIED TEST REPORTS.

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2. VERIFY GENERAL DECK ALIGNMENT AND DECK LAP.

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3. VERIFY WELDS FOR SIZE AND PATTERN SPACING.

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4. INSPECTION OF WELDING AT FLOOR AND ROOF DECK.

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5. VERIFY SPACING AND TYPE OF SIDELAP FASTENERS.

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IBC REFERENCE

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6. VERIFY INSTALLATION OF DECK CLOSURE ELEMENTS.

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HELICAL PILE REQUIREMENTS:

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THIS QUALITY ASSURANCE PROGRAM IDENTIFIES THE PORTIONS AND ELEMENTS OF THE STRUCTURAL SYSTEMS REQUIRING SPECIAL INSPECTION SERVICES AND SCOPE OF TESTING UNDER IBC CHAPTER 17. REFER TO OTHER PORTIONS OF THE CONSTRUCTION DOCUMENTS FOR TESTING AND INSPECTION SERVICES REQUIRED OF ARCHITECTURAL, MECHANICAL, ELECTRICAL, OR OTHER BUILDING COMPONENTS. SPECIAL INSPECTOR TO BE HIRED BY THE OWNER. PROVIDE SPECIAL INSPECTIONS AT THE FREQUENCIES INDICATED IN THE TABLES BELOW. REFER TO IBC CHAPTER 17 FOR ADDITIONAL REQUIREMENTS NOT LISTED. THE SPECIAL INSPECTOR SHALL MAINTAIN RECORDS OF INSPECTIONS IN ACCORDANCE WITH CHAPTER 17 AND SHALL DISTRIBUTE THESE RECORDS TO THE OWNER, ARCHITECT, AND STRUCTURAL ENGINEER ON A WEEKLY BASIS, UNLESS NOTED OTHERWISE. REPORTS SHALL INDICATE THAT WORK INSPECTED/TESTED CONFORMS TO THE CONSTRUCTION DOCUMENTS. DISCREPANCIES OR ERRORS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION. IF THE DISCREPANCIES ARE NOT PROPERLY CORRECTED, THEY SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER, ARCHITECT, AND STRUCTURAL ENGINEER PRIOR TO COMPLETION OF THAT PHASE OF WORK. AT THE CONCLUSION OF THE PROJECT, THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT DOCUMENTING REQUIRED SPECIAL INSPECTIONS AND CORRECTION OF ANY DISCREPANCIES NOTED IN THE INSPECTIONS.

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STRUCTURAL ELEMENTS THAT ARE PART OF THE MAIN WIND FORCE RESISTING SYSTEM ARE SUBJECT TO QUALITY ASSURANCES INCLUDE: STRUCTURAL STEEL MOMENT FRAMES ROOF DIAPHRAGM SYSTEMS CONTRACTOR SHALL SUBMIT TO THE OWNER AND ARCHITECT A WRITTEN STATEMENT OF RESPONSIBILITY THAT ACKNOWLEDGES AWARENESS OF THE SPECIAL INSPECTION REQUIREMENTS FOR THE MAIN WIND FORCE OR SEISMIC FORCE RESISTING SYSTEMS. CONTRACTOR IS RESPONSIBLE TO ENSURE THE SPECIAL INSPECTOR IS ON SITE AS NEEDED TO PERFORM ALL TASKS AS DIRECTED BY THE QUALITY ASSURANCE SCOPE OF INSPECTION. ANY WORK THAT REQUIRES SPECIAL INSPECTION AND IS PERFORMED IN THE ABSENCE OF THE SPECIAL INSPECTOR IS SUBJECT TO BEING DEMOLISHED AND RECONSTRUCTED AS DETERMINED BY THE ARCHITECT AND STRUCTURAL ENGINEER. CONTRACTOR HAS THE FOLLOWING RESPONSIBILITIES TO THE SPECIAL INSPECTOR: PROVIDE COPY OF CONSTRUCTION DRAWINGS TO SPECIAL INSPECTOR. NOTIFY SPECIAL INSPECTOR SUFFICIENTLY IN ADVANCE OF CONSTRUCTION OPERATIONS TO ALLOW FOR SCHEDULING OF SITE VISITS. COOPERATE FULLY WITH SPECIAL INSPECTOR AND ALLOW ACCESS TO WORK. PROVIDE SAMPLES OF MATERIALS TO BE TESTED IN REQUIRED QUANTITIES. PROVIDE STORAGE SPACE FOR SPECIAL INSPECTOR'S EXCLUSIVE USE. PROVIDE LABOR TO ASSIST SPECIAL INSPECTOR'S DUTIES IN PERFORMING TESTS/INSPECTIONS.

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CONTRACTOR SHALL SUBMIT THE FOLLOWING INFORMATION TO THE OWNER AND ARCHITECT AS PART OF THE QUALITY ASSURANCE PROGRAM: SOILS - IDENTIFY SOILS TO BE USED AS STRUCTURAL FILL. IDENTIFY SOILS TO BE USED AS STRUCTURAL FILL. CAST-IN-PLACE CONCRETE - SUBMIT MANUFACTURER'S CERTIFICATION THAT REINFORCING STEEL COMPLY SUBMIT MANUFACTURER'S CERTIFICATION THAT REINFORCING STEEL COMPLY WITH CONSTRUCTION DOCUMENTS. - ESTABLISH CONCRETE MIX PROPORTIONS IN ACCORDANCE WITH ACI 318, ESTABLISH CONCRETE MIX PROPORTIONS IN ACCORDANCE WITH ACI 318, CHAPTER 5. - SUBMIT MANUFACTURER'S CERTIFICATION THAT CONCRETE MATERIALS MEET SUBMIT MANUFACTURER'S CERTIFICATION THAT CONCRETE MATERIALS MEET THE REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS. - SUBMIT MANUFACTURER'S DATA FOR TENSION AND COMPRESSION SUBMIT MANUFACTURER'S DATA FOR TENSION AND COMPRESSION SPLICERS. CONCRETE MASONRY - SUBMIT EACH MANUFACTURER'S OR SUPPLIER'S CERTIFICATION THAT THE SUBMIT EACH MANUFACTURER'S OR SUPPLIER'S CERTIFICATION THAT THE FOLLOWING MATERIALS COMPLY WITH THE CONSTRUCTION DOCUMENTS: -- CONCRETE MASONRY UNITS CONCRETE MASONRY UNITS -- MORTAR MATERIALS MORTAR MATERIALS -- GROUT MATERIALS GROUT MATERIALS -- JOINT REINFORCING STEEL JOINT REINFORCING STEEL -- REINFORCING STEEL REINFORCING STEEL COLD-FORMED STEEL FRAMING - SUBMIT MANUFACTURER'S CERTIFICATION THAT THE SUPPLIED SUBMIT MANUFACTURER'S CERTIFICATION THAT THE SUPPLIED COLD-FORMED MEMBERS COMPLY WITH THE CONSTRUCTION DOCUMENTS.

SPECIAL INSPECTION AND VERIFICATION OF PIER ......ART. 3.4 SEC. 1.13 c. PROPORTIONS OF SITE-PREPARED...

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