HomeMy WebLinkAboutS101 FISHING PIER SPECIAL INSPECTIONSSTATEMENT OF SPECIAL INSPECTIONS
THIS STATEMENT OF SPECIAL INSPECTIONS IS SUBMITTED AS A CONDITION FOR PERMIT ISSUANCE IN ACCORDANCE WITH THE SPECIAL
INSPECTION AND STRUCTURAL TESTING REQUIREMENTS OF THE BUILDING CODE. IT INCLUDES A SCHEDULE OF SPECIAL INSPECTION
SERVICES APPLICABLE TO THIS PROJECT, AS WELL AS THE NAME OF THE SPECIAL INSPECTOR TO BE RETAINED FOR CONDUCTING THESE
INSPECTIONS AND TESTS. THIS STATEMENT OF SPECIAL INSPECTIONS ENCOMPASSES THE FOLLOWING DISCIPLINES:
THE SPECIAL INSPECTOR SHALL KEEP RECORD OF ALL INSPECTIONS AND SHALL FURNISH INSPECTION REPORTS TO THE BUILDING
OFFICIAL AND THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE. DISCOVERED DISCREPANCIES SHALL BE BROUGHT
TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION. IF SUCH DISCREPANCIES ARE NOT CORRECTED, THE
DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDING OFFICIAL AND THE REGISTERED DESIGN PROFESSIONAL IN
RESPONSIBLE CHARGE. THE SPECIAL INSPECTION PROGRAM DOES NOT RELIEVE THE CONTRACTOR OF HIS OR HER RESPONSIBILITIES.
INTERIM REPORTS SHALL BE SUBMITTED TO THE BUILDING OFFICIAL AND THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE
CHARGE.
A FINAL REPORT OF SPECIAL INSPECTIONS DOCUMENTING COMPLETION OF ALL REQUIRED SPECIAL INSPECTIONS, TESTING, AND
CORRECTION OF ANY DISCREPANCIES NOTED IN THE INSPECTIONS SHALL BE SUBMITTED PRIOR TO ISSUANCE OF A CERTIFICATE OF USE
AND OCCUPANCY.
JOB SITE SAFETY AND MEANS AND METHODS OF CONSTRUCTION ARE SOLELY THE RESPONSIBILITY OF THE CONTRACTOR.
THIS STATEMENT OF SPECIAL INSPECTIONS INCLUDES THE FOLLOWING BUILDING SYSTEMS:
THE FOLLOWING COMPONENTS ARE WIND-RESISTING COMPONENTS OR PART OF THE MAIN WIND-FORCE RESISTING SYSTEM AND ARE
SUBJECT TO SPECIAL INSPECTIONS IN ACCORDANCE WITH THE SPECIAL INSPECTION SCHEDULE:
THE FOLLOWING COMPONENTS ARE DESIGNATED SEISMIC SYSTEMS OR PART OF THE SEISMIC-FORCE RESISTING SYSTEM THAT ARE
SUBJECT TO SPECIAL INSPECTIONS IN ACCORDANCE WITH THE SPECIAL INSPECTION SCHEDULE:
SPECIAL INSPECTION AGENCY:
X
X
□ARCHITECTURAL
□CAST-IN-PLACE FOUNDATION ELEMENTS
□HELICAL PILE FOUNDATIONS
□CONCRETE CONSTRUCTION
□MASONRY CONSTRUCTIONS - LEVEL B
□STEEL CONSTRUCTION OTHER THAN STRUCTURAL STEEL
□SPRAY FIRE-RESISTANT MATERIALS
□EXTERIOR INSULATION AND FINISH SYSTEM (EIFS)
□SMOKE CONTROL
□SEISMIC RESISTANCE
□SOILS
□DRIVEN DEEP FOUNDATION ELEMENTS
□CAST-IN-PLACE DEEP FOUNDATION ELEMENTS
□MASONRY CONSTRUCTION - LEVEL A
□STRUCTURAL STEEL CONSTRUCTION
□WOOD CONSTRUCTION
□MASTIC AND INTUMESCENT FIRE-RESISTANT COATINGS
□FIRE-RESISTANT PENETRATIONS AND JOINTS
□WIND RESISTANCE
□ARCHITECTURAL □STRUCTURAL
□MECHANICAL/ELECTRICAL/PLUMBING □OTHER:
X
X
X
X
REQUIRED VERIFICATION AND INSPECTION OF WOOD
CONSTRUCTION (IBC 2012 SECTIONS 1705.10.1/1705.11.2)
VERIFICATION AND INSPECTION REQUIRED
FIELD GLUING OPERATIONS
CONTINUOUS PERIODIC REFERENCED STANDARD IBC REFERENCE
X1.YES ---
NAILING, BOLTING, ANCHORING, AND OTHER
FASTENING OF COMPONENTS (INCLUDING SHEAR
WALLS, WOOD DIAPHRAGMS, DRAG STRUTS, BRACES,
AND HOLD-DOWNS)
-
2.
YES X --
REQUIRED VERIFICATION AND INSPECTION OF SOILS (IBC 2012 TABLE 1705.6)
VERIFICATION AND INSPECTION REQUIRED
VERIFY MATERIALS BELOW SHALLOW
FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE
DESIGN BEARING CAPACITY.
CONTINUOUS PERIODIC REFERENCED STANDARD IBC REFERENCE
-1.
VERIFY EXCAVATIONS ARE EXTENDED TO
PROPER DEPTH AND HAVE REACHED PROPER
MATERIAL.
2.
YES X --
-YES X
PERFORM CLASSIFICATION AND TESTING OF
COMPACTED FILL MATERIALS.
3.-YES X
VERIFY USE OF PROPER MATERIALS, DENSITIES AND
LIFT THICKNESSES DURING PLACEMENT AND
COMPACTION OF COMPACTED FILL.
4.
XYES -
PRIOR TO PLACEMENT OF COMPACTED FILL, OBSERVE
SUBGRADE AND VERIFY THAT SITE HAS BEEN
PREPARED PROPERLY.
5.
-YES X
--
--
--
--
*THE BUILDING OFFICIAL SHALL BE PERMITTED TO WAIVE THE REQUIREMENT FOR A GEOTECHNICAL
INVESTIGATION, IN ACCORDANCE WITH IBC SECTION 1803.2.
REQUIRED VERIFICATION AND INSPECTION OF CONCRETE
CONSTRUCTION (IBC 2012 TABLE 1705.3)
VERIFICATION AND INSPECTION REQUIRED
INSPECTION OF REINFORCING STEEL, INCLUDING
PRESTRESSING TENDONS, AND PLACEMENT.
CONTINUOUS PERIODIC REFERENCED STANDARD IBC REFERENCE
-1.
INSPECTION OF REINFORCING STEEL WELDING
IN ACCORDANCE WITH TABLE 1705.22, ITEM —
2B.
2.
YES/NO X ACl 3l8: 3.5,7.l-7.7 1910.4
-YES/NO -
AWS D1.4
ACI 318: 3.5.2 -
INSPECTION OF ANCHORS CAST IN CONCRETE
WHERE ALLOWABLE LOADS HAVE BEEN
INCREASED OR WHERE STRENGTH DESIGN IS
USED.
3.
-YES/NO X
ACI 318:
8.1.3, 21.2.8
1908.5,
1909.1
INSPECTION OF ANCHORS POST-INSTALLED IN
HARDENED CONCRETE MEMBERS.
4.-YES/NO X
ACI 318:
3.8.6, 8.1.3, 21.2.8 1909.1
VERIFYING USE OF REQUIRED DESIGN MIX.5.-YES/NO X ACI 318: Ch. 4, 5.2-5 .4 1904.2, 1910.2,1910.3
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 CON-
CRETE.
6.
XYES/NO -
ASTM C172
ASTM C31
ACI 318: 5.6, 5.8
1910.10
INSPECTION OF CONCRETE AND SHOTCRETE
PLACEMENT FOR PROPER APPLICATION TECH-
NIQUES.
7.
XYES/NO -ACI 318: 5.9, 5.10 1910.6, 1910.7, 1910.8
INSPECTION FOR MAINTENANCE OF SPECIFIED
CURING TEMPERATURE AND TECHNIQUES.
8.
-YES/NO X ACI 318: 5.11-5.13 1910.9
INSPECTION OF PRESTRESSED CONCRETE:
A. APPLICATION OF PRESTRESSING FORCES.
B. GROUTING OF BONDED PRESTRESSING TEN-
DONS IN THE SEISMIC FORCE-RESISTING
SYSTEM.
9.
X
XYES/NO -
ACI 318: 18.20
AC1 318: l8.18.4 -
ERECTION OF PRECAST CONCRETE MEMBERS.10.-YES/NO X ACI 318: Ch. 16 -
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.
11.-YES/NO X ACI 318: 6.2 -
INSPECT FORMWORK FOR SHAPE, LOCATION
AND DIMENSIONS OF THE CONCRETE MEMBER
BEING FORMED.
12.
-YES/NO X ACI 318: 6.1.1 -
REQUIRED SPECIAL INSPECTIONS AND TESTS OF DRIVEN
DEEP FOUNDATION ELEMENTS ( IBC 2015 TABLE 1705.7)
VERIFICATION AND INSPECTION REQUIRED
VERIFY ELEMENT MATERAILS, SIZES, AND
LENGTHS COMPLY WITH THE REQUIREMENTS.
CONTINUOUS PERIODIC REFERENCED STANDARD IBC REFERENCE
X1.
DETERMINE CAPACITIES OF TEST ELEMENTS AND
CONDUCT ADDITIONAL LOAD TESTS, AS
REQUIRED.
2.
YES -
XYES --
INSPECT DRIVING OPERATIONS AND MAINTAIN
COMPLETE AND ACCURATE RECORDS FOR EACH
ELEMENT
3.
XYES
-
VERIFY PLACEMENT LOCATIONS AND
PLUMBNESS, CONFIRM TYPE AND SIZE OF
HAMMER, RECORD NUMBER OF BLOWS PER FOOT
OF PENETRATION TO ACHIEVE DESIGN CAPACITY,
RECORD TIP AND BUTT ELEVATIONS AND
DOCUMENT ANY DAMAGE TO FOUNDATION
ELEMENT
4.
YES
-
FOR STEEL ELEMENTS, PERFORM ADDITIONAL
SPECIAL INSPECTIONS IN ACCORDANCE WITH
SECTION 1705.2.
5.
-NO
FOR CONCRETE ELEMENTS AND CONCRETE-
FILLED ELEMENTS, PERFORM TESTS AND
ADDITIONAL SPECIAL INSPECTIONS IN
ACCORDANCE WITH SECTION 1705.3.
6.
NO -
FOR SPECIALTY ELEMENTS, PERFORM
ADDITIONAL INSPECTIONS AS DETERMINED BY
THE REGISTERED DESIGN PROFESSIONAL IN
RESPONSIBLE CHARGE.
7.
NO -
-
-
-
-
-
-
-
-
-
-
-
X -
-
-
-
-
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REVISION RECORDSHEET OFDATE:DWG SCALE:DRAWN BY:CHECKED BY:APPROVED BY:PROJECT NO:DRAWING NO.:2704 Cherokee Farm Way • Suite 101 • Knoxville, TN 37920Ph: 865.977.9997 - Fax: 865.977.9919www.cecinc.comP:\310-000\311-804\-CADD\Revit\311-804_Structural_CENTRAL_R24.rvtNTSREI REAL ESTATE SERVICES, LLCFISHING PIER DESIGN11335 N. MICHIGAN ROADCARMEL, INDIANA 46077SPECIAL INSPECTIONSCRSRTJRTJ311-804JANUARY 2024S101
2 5NO DATE DESCRIPTION0 1/23/24 ISSUE FOR BID
1/23/24