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California Building Code 2022
<br />S T A T E M E N T O F S P E C I A L I N S P E C T I O N S
<br />Tests and inspections indicated on the drawings are required for this project. The tests and
<br />inspections indicated here are the responsibilities of the Owner's Special Inspector, as required
<br />by Chapter 17 of the Building Code.
<br />The Special Inspector shall observe the work assigned for conformance with the approved
<br />design drawings and specifications.
<br />1. Special inspections and associated testing shall be performed by an approved qualified
<br />testing and inspecting agency meeting the requirements of ASTM E329 (materials),
<br />ASTM D3740 (soils), ASTM C1077 (concrete), and ASTM E543 (non-destructive
<br />testing). The testing and inspecting agency shall furnish to the architect/engineer a
<br />copy of their scope of accreditation. Special inspectors shall be certified by the building
<br />official. Welding inspectors shall be qualified per Section 6.1.4 of AWS D1.1.
<br />2. The Special Inspector shall furnish inspection reports to the building official, the
<br />Architect/Engineer and other designated persons. All discrepancies shall be brought to
<br />the immediate attention of the Contractor for correction, then, if uncorrected, to the
<br />proper design authority and to the Building Official.
<br />3. The Special Inspector shall submit a final signed report stating whether the work
<br />requiring special inspection was, to the best of the inspector's knowledge, in
<br />conformance with the approved plans and specifications and applicable standards of
<br />quality and workmanship of the Building Code.
<br />4. The Contractor shall hold a pre-construction meeting involving the Architect, Structural
<br />Engineer and the Special Inspector in order to discuss the specific requirements of this
<br />project.
<br />5. Terminology:
<br />a. Continuous: Special inspection by the special inspector who is present when and
<br />where the work to be inspected is being performed.
<br />b. Periodic: Special inspection by the special inspector who is intermittently present
<br />where the work to be inspected has been performed or is being performed.
<br />c. Observe: Observe these items on a random basis. Operations need not be delayed
<br />pending these inspections.
<br />d. Perform: Perform these tasks for each element.
<br />6. Indicated testing meets minimum requirements for structural testing to be provided by
<br />the approved qualified testing and inspecting agency. Additional tests for construction
<br />considerations are not indicated. The need for such additional tests shall be determined
<br />by the Contractor and provided at the Contractor's expense.
<br />7. See project specifications for additional requirements.
<br />ACI 318 2019*
<br />ACI 440.2R 2008*
<br />2012
<br />ACI 506.2 2013*
<br />ANSI/AISC 341 2016*
<br />ANSI/SDI QA/QC 2017
<br />ASTM C31 2018b*
<br />2021
<br />2020
<br />2017*
<br />2020
<br />2020
<br />2016*
<br />2017
<br />2017
<br />2023
<br />2012-e1*
<br />ACI 440.3R
<br />ANSI/AISC 360 2016*
<br />ASTM C39
<br />ASTM C42
<br />ASTM C94
<br />ASTM C143
<br />ASTM C780
<br />ASTM C1019
<br />ASTM C1064
<br />ASTM C1077
<br />ASTM C1314
<br />ASTM D1557
<br />2019ASTM D3740
<br />2021ASTM D7522
<br />2019ASTM E164
<br />2021
<br />2022
<br />2021
<br />2021
<br />2015*
<br />2018*AWS D1.4
<br />2020RCSC Specification
<br />ASTM E329
<br />ASTM E488
<br />ASTM E543
<br />ASTM E709
<br />AWS D1.1
<br />2020*SJI 100
<br />2015*SJI 200
<br />2016*TMS 602
<br />* Reference standard cited by CBC 2022, Chapter 35
<br />ACI 506R 2016*
<br />ACI 506.4R 1994*
<br />Reference Standard Editions:
<br />S T A T E M E N T O F S T R U C T U R A L O B S E R V A T I O N
<br />Structural Observation is required by Chapter 17 of the California Building Code. Types of work
<br />listed below shall be observed during periodic site visits by the Structural Engineer. Contractor is
<br />responsible for notifying Structural Engineer 3 business days before work is ready for
<br />observation. Structural Observation does not constitute Special Inspection.
<br />1. Concrete & Reinforcing Steel: Reinforcing steel, anchor rods, and other embedments shall
<br />be observed prior to placement of cast-in-place concrete and/or shotcrete elements.
<br />2. Concrete Unit Masonry: Reinforcing steel, anchor rods, and other embedments shall be
<br />observed prior to masonry unit placement and grouting of cells.
<br />3. Structural Steel: Steel elements and welded/bolted connections shall be observed.
<br />4. Light Cold-Formed Metal Framing: Floor/roof diaphragm fastening and hardware
<br />installation; cold-formed metal shear wall framing prior to the installation of sheathing;
<br />Shear wall screw fastening, welding, and hardware installation.
<br />5. Structural Wood: Floor/roof diaphragm nailing and hardware installation, shear wall nailing
<br />and hardware installation, holdown installation, and bolted connection installation.
<br />Item
<br />No.System, Material or Element Building Code
<br />Reference
<br />Material Standard
<br />Reference Continuous Periodic
<br />RemarksFrequency
<br />Soil and Foundations
<br />1 Verify materials below shallow foundations are adequate to achieve the
<br />design bearing capacity.X
<br />2 Verify excavations are extended to proper depth and have reached proper
<br />material.X
<br />3 Perform classification and testing of compacted fill materials. Table 1705.6 X
<br />4
<br />During fill placement verify use of proper materials and procedures in
<br />accordance with the provisions of the approved geotechnical report. Verify
<br />densities and lift thicknesses during placement and compaction of compacted
<br />fill.
<br />X
<br />5 Prior to placement of compacted fill, inspect subgrade and verify that site has
<br />been prepared properly.X
<br />Performed by the Geotechnical Engineer
<br />Item
<br />No.System, Material or Element Building Code
<br />Reference
<br />Material Standard
<br />Reference Continuous Periodic
<br />RemarksFrequency
<br />Concrete Formwork
<br />1
<br />Inspect erected formwork, shoring, and bracing to verify the shape, location
<br />and dimensions, and to ensure that work is in accordance with formwork
<br />design, and to verify that supports, fastenings, wedges, ties, and items are
<br />secure.
<br />Table 1705.3 ACI 318:
<br />26.11.1.2(b)X
<br />Item
<br />No.System, Material or Element Building Code
<br />Reference
<br />Material Standard
<br />Reference Continuous Periodic
<br />RemarksFrequency
<br />Concrete Reinforcement and Embedded Items
<br />2
<br />Cast-in-Place Anchors and other embedments: Verify the anchor diameter,
<br />length, type, grade, and depth of embedment into the concrete. Verify tie-
<br />wires and similar items have been properly installed to secure the embedded
<br />items in place during the placement of concrete.
<br />Table 1705.3 ACI 318: 17.8.2
<br />1
<br />Placement of Reinforcing Bars: Verify the reinforcing grade, size, number,
<br />location, and bend detailing are as shown on the drawings and are in
<br />acceptable condition. Verify tie-wires and similar items have been properly
<br />installed to secure the reinforcement in place during the placement of
<br />concrete.
<br />Table 1705.3
<br />ACI 318: Ch. 20,
<br />25.2, 25.3,
<br />26.6.1-26.6.3,
<br />ACI 506.4R, ACI
<br />506.6T
<br />X
<br />3 Clearances: Verify proper clearances exist between reinforcement or
<br />embedded items and forms or soil.X
<br />4
<br />Mechanical Couplers: Verify that the specific manufacturer and model of
<br />couplers have been approved for the application by the Architect/Engineer.
<br />Verify that the couplers are installed according to the manufacturer's
<br />recommendations.
<br />X
<br />5
<br />Headed Reinforcing Bars: Verify that the specific manufacturer and type of
<br />headed reinforcing bars (with applicable product labeling) have been
<br />approved for the application by the Architect/Engineer. Verify that the headed
<br />terminators are installed according to the manufacturer's recommendations.
<br />X
<br />6
<br />Welding of Reinforcing Steel: Verify that the appropriate approved welding
<br />procedure specification (WPS) is available at the site and that the welder has
<br />properly considered the process to be performed and the joint configuration.
<br />Verify that the welder follows the essential variables of the WPS, that the
<br />materials and process comply with the applicable provisions of AWS D1.1
<br />and AWS D1.4, and the project specifications, and that each welder has
<br />satisfactorily passed appropriate AWS qualification tests for the procedure to
<br />be performed, and if pertinent, has undergone recertification.
<br />Table 1705.3
<br />AWS D1.4,
<br />ACI 318
<br />Section 26.6.4
<br />Welds larger
<br />than 5/16"
<br />Welds 5/16"
<br />And Smaller
<br />X
<br />Item
<br />No.System, Material or Element Building Code
<br />Reference
<br />Material Standard
<br />Reference Continuous Periodic
<br />Remarks
<br />Frequency
<br />Cast in Place Concrete
<br />2 Verify that the concrete is placed, consolidated, and finished as indicated on
<br />the drawings. Table 1705.3 ACI 318: 26.5 X
<br />1
<br />Verify that the concrete delivered to the job has been prepared with the
<br />approved mix design appropriate for the application and is transported and
<br />placed within the time and under the conditions permitted by ASTM C94 and
<br />the project specifications.
<br />Table 1705.3,
<br />1904.1, 1904.2
<br />ASTM C94, ACI
<br />318: Ch. 19,
<br />26.4.3, 26.4.4
<br />X
<br />4 Sampling of Fresh Concrete Table 1705.3
<br />ACI 318: 26.5,
<br />26.12, ASTM
<br />C172
<br />X
<br />3 Verify that strength test specimens are taken and cured as indicated in the
<br />project specifications.
<br />a
<br />Slump and air content: One test at point of placement for each set of
<br />compression test specimens; additional tests when concrete consistency
<br />seems to have changed.
<br />ASTM C143
<br />b
<br />Concrete Temperature: One test hourly when air temperature is 40 degrees
<br />Fahrenheit and below or 80 degrees Fahrenheit and above, and one test for
<br />each set of compressive-strength specimens.
<br />ASTM C1064
<br />c
<br />Compression Test Specimens: One set of four standard cylinders for each
<br />compressive-strength test, unless otherwise directed. Mold and store
<br />cylinders for laboratory-cured test specimens except when field-cured test
<br />specimens are required.
<br />ASTM C31
<br />d
<br />Compressive-Strength Tests: One specimen shall be tested at 7 days, two
<br />specimens tested at 28 days, and one specimen retained for later testing if
<br />required.
<br />ASTM C39
<br />Frequency of tests: A minimum of one set of cylinders shall
<br />be tested for any individual structure or each day's placement
<br />of a class of concrete exceeding 25 cubic yards. An
<br />additional set of cylinders shall be tested for each 100 cubic
<br />yards of each class of concrete. When frequency of testing
<br />will provide fewer than five strength tests for a given class of
<br />concrete, conduct testing from at least five randomly selected
<br />batches or from each batch if fewer than five are used.
<br />5 Verify maintenance of specified curing temperature and techniques. Table 1705.3 ACI 318:
<br />26.5.3-26.5.5 X
<br />Item
<br />No.System, Material or Element Building Code
<br />Reference
<br />Material Standard
<br />Reference Continuous Periodic Remarks
<br />Frequency
<br />Post-Installed Anchors
<br />1 Approved Products: Verify that the specific manufacturer and model of
<br />anchors have been approved for the application by the Architect/Engineer. X
<br />2
<br />Verification of drilled holes: Verify that holes are drilled at the angle required
<br />and of the diameter and depth required. Verify that holes are clean prior to
<br />installation of anchors.
<br />Table 1705.3
<br />X
<br />3
<br />Adhesive Anchors: Verify that the adhesive packaging indicates an expiration
<br />date and that the expiration date has not passed. Verify that adhesive is
<br />mixed properly and that the initial portion of adhesive coming out of the
<br />nozzle is wasted, as required by the manufacturer. Verify that the anchors
<br />are installed according to the manufacturer's recommendations.
<br />X
<br />See General Notes for approved products
<br />Adhesive anchors include threaded rods and reinforcing bars
<br />set in holes filled with adhesive.
<br />4 Mechanical Anchors: Verify that the anchors are installed according to the
<br />manufacturer's recommendations.X
<br />5
<br />Anchor Testing: Test ten percent of each application of anchors to the tensile
<br />or torque proof load as indicated in the General Notes. One application of
<br />anchors shall be defined as those anchors installed by a single crew in a
<br />single day.
<br />X
<br />Test locations are random at the discretion of the Special
<br />Inspector, unless otherwise directed by the
<br />Architect/Engineer. If any anchor fails the test, test all
<br />anchors in the same application not previously tested until 10
<br />consecutive anchors pass
<br />a
<br />Tension Tests: Tension test loads shall be maintained for a minimum of one
<br />minute. Anchor displacement at the end of the loading period shall be limited
<br />to one-fifth of the nominal anchor diameter. Displacement following release of
<br />load shall return to zero.
<br />ASTM E488 X Applicable to adhesive anchors
<br />b
<br />Torque Tests: Required torque must be reached within a half turn of the nut
<br />from snug, except for 3/8" diameter anchors, for which the required torque
<br />must be reached within a quarter turn of the nut from snug.
<br />X Applicable to mechanical anchors
<br />ACI 318
<br />Section 17.8.2
<br />ACI 318
<br />Section 17.8.2
<br />Item
<br />No.System, Material or Element Building Code
<br />Reference
<br />Material Standard
<br />Reference Remarks
<br />Frequency
<br />Perform Observe
<br />Structural Steel - Bolting
<br />1 Inspection Tasks Prior to Bolting
<br />a Verify that the manufacturer’s certifications are available for fastener
<br />materials X
<br />b Verify that fasteners marked in accordance with ASTM requirements X
<br />c Verify that the correct fasteners are selected for the joint detail (grade, type,
<br />diameter, bolt length if threads are to be excluded from shear plane)X
<br />d Verify that the correct bolting procedure is selected for joint detail X1705.2
<br />AISC 360
<br />Section N5.6 and
<br />Table N5.6-1Verify that connecting elements, including the appropriate faying surface
<br />condition and hole preparation, if specified, meet applicable requirements Xe
<br />Confirm that pre-installation verification testing by installation personnel are
<br />observed and documented for fastener assemblies and that verified methods
<br />are used
<br />X Documentation for seismic resistance is required per AISC
<br />348 Section J7 and Table J7.2f
<br />Verify that protected storage is provided for bolts, nuts, washers and other
<br />fastener components Xg
<br />2 Inspection Tasks During Bolting
<br />a Verify that fastener assemblies are placed in all holes and washers and nuts
<br />are positioned as required X
<br />b Verify that the joint is brought to the snug-tight condition prior to the
<br />pretensioning operation X
<br />c Verify that fastener component not turned by the wrench prevented from
<br />rotating X
<br />d
<br />Verify that fasteners are pretensioned in accordance with the RCSC
<br />Specification, progressing systematically from the most rigid point toward the
<br />free edges
<br />X
<br />1705.2
<br />AISC 360
<br />Section N5.6 and
<br />Table N5.6-2,
<br />RCSC
<br />Specification
<br />Section 9
<br />3 Inspection Tasks After Bolting
<br />a Document acceptance or rejection of bolted connections X1705.2
<br />AISC 360
<br />Section N5.6 and
<br />Table N5.6-3
<br />Documentation for seismic resistance is required per AISC
<br />348 Section J7 and Table J7.3
<br />4 Inspection of Fabricated or Erected Frame
<br />a
<br />Confirm compliance with the details shown on the drawings. Verify member
<br />sizes, member locations and proper application of joint details at each
<br />connection
<br />X
<br />Item
<br />No.System, Material or Element Building Code
<br />Reference
<br />Material Standard
<br />Reference Continuous Periodic
<br />RemarksFrequency
<br />Structural Wood
<br />1
<br />Bolted Connections: Verify that bolt size, spacing, edge distance and end
<br />distance are consistent with information shown on the construction
<br />documents.
<br />1704.2
<br />Plan Check Number:
<br />Project Number:
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<br />731 South Highway 101, Suite 1M,
<br />Solana Beach, CA 92075
<br />(714) 639-9860
<br />ry-aoarchitects.com
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<br />8631 RUSH STREET
<br />ROSEMEAD, CA 91770
<br />626-302-3687
<br />SOUTHERN CALIFORNIA EDISON
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<br />101119260
<br />S0.03
<br />2024-01-24 Issue for Plan Check
<br />2024-06-11 Re-Issue for Plan Check
<br />2024-10-25 RTU Anchorage Added
<br />2
<br />2024-10-25 2 RTU Anchorage Added
<br />1327 S Grand Ave
<br />12/12/2024
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