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GENERAL REQUIREMENTSSPECIAL INSPECTIONS
<br />EXCEPTION: CONCRETE FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME WOOD BUILDING OF
<br />3-STORIES OR LESS AND THE STRUCTURAL DESIGN OF FOOTINGS IS
<br />BASED ON A SPECIFIED COMPRESSIVE STRENGTH f'c NO GREATER THAN 2500 psi.
<br />SPECIAL INSPECTION TABLE FOR CONCRETE
<br />CONSTRUCTION
<br />SPECIAL INSPECTIONS AND VERIFICATIONS BY A SPECIAL INSPECTOR ARE REQUIRED FOR CONCRETE
<br />CONSTRUCTION AND SPECIFIED IN THE FOLLOWING TABLE
<br /> 1. Inspect reinforcement, including prestressing
<br />tendons, and verify placement
<br />PERIODIC
<br />SPECIAL
<br />INSPECTION
<br />CONTINUOUS
<br />SPECIAL
<br />INSPECTION
<br />Reference
<br />Standard
<br />CBC/IBC
<br />ReferenceTYPE
<br />2. Reinforcing bar welding:
<br /> a. Verify weldability of reinforcing bars other than
<br />ASTM A 706;
<br />b. Inspect single-pass fillet welds, maximum 5/16";
<br />and
<br />c. Inspect all other welds
<br /> 3. Inspect anchors cast in concrete.
<br /> 4. Inspect anchors post-installed in hardened concrete
<br />members.
<br />a. Adhesive anchors installed in horizontally or
<br />upwardly inclined orientations to resist sustained
<br />tension loads.
<br />b. Mechanical anchors and adhesive anchors not
<br />defined in 4.a.
<br /> 5. Verify use of required design mix.
<br /> 6. Prior to concrete placement, fabricate specimens
<br />for strength tests, perform
<br /> slump and air content tests, and determine the
<br />temperature of the concrete.
<br /> 7. Inspect concrete and shotcrete placement for
<br />proper application techniques.
<br /> 8. Verify maintenance of specified curing temperature
<br />and techniques.
<br /> 9. Inspect prestressed concrete for:
<br />a. Application of prestressing forces; and
<br />b. Grouting of bonded prestressing tendons.
<br /> 10. Inspect erection of precast concrete
<br />members.
<br /> 13. Verify in-situ concrete strength, prior to stressing
<br />of tendons in post-tensioned concrete and prior to
<br />removal of shores and forms from beams and
<br />structural slabs.
<br /> 14. Inspect formwork for shape, location and
<br />dimensions of the concrete member being formed.
<br />ACI 318
<br />Ch. 20,25.2,25.3,
<br />26.6.1-26.6.3
<br />AWS D1.4
<br />ACI 318: 26.6.4
<br />ACI 318: 17.8.2
<br />ACI 318: 17.8.2.4
<br />ACI 318: 17.8.2
<br />ACI 318: Ch 19,
<br />26.4.3, 26.4.4
<br />ASTM C 172
<br />ASTM C 31
<br />ACI 318: 26.5, 26.12
<br />ACI 318: 26.5
<br />ACI 318:
<br />26.5.3-26.5.5
<br />ACI 318: 26.10
<br />ACI 318: 26.9
<br />ACI 318: 26.11.2
<br />ACI 318:
<br />26.11.1.2(b)
<br />1904.1,1904.2
<br />11. For precast concrete diaphragm connection or
<br />reinforcement at joints classified as moderate or
<br />high deformability elements (MDE or HDE) in
<br />structures assigned to Seismic Design Category
<br />C, D, E or F, inspect such connections and
<br />reinforcement in the field for:
<br /> a. Installation of the embedded parts
<br />b. Completion of the continuity of reinforcement
<br />across joints.
<br />c. Completion on connection in the field.
<br /> 12. Inspect Installation tolerances of precast concrete
<br />diaphragm connections for compliance with ACI
<br />550.5
<br />ACI 318: 26.13.1.3
<br />ACI 550.5
<br />ACI 318: 26.13.1.3
<br />LARR Report list
<br />CMST 12
<br />CMST 14
<br />LABC/ICC-ESR 2105
<br />CS 14
<br />CS 16
<br />CMST 16
<br />ST 6224
<br />ST 6236
<br />MST 48
<br />MST 60
<br />MSTC 52
<br />ST 22
<br />MST 37
<br />HTT 5
<br />HDU 4
<br />HDU 8
<br />HDU 11
<br />HDU 14
<br />HHDQ 11
<br />HHDQ 14
<br />HDQ 8
<br />HD 12
<br />HD 19
<br />MASA/ MASAP
<br />SET-XP
<br />TITEN HDPARALLAM (PSL)
<br />TIMBERSTRAND (LSL)
<br />Simpson
<br />LABC/ICC-ESR 2105
<br />LABC/ICC-ESR 2105
<br />LABC/ICC-ESR 2105
<br />LABC/ICC-ESR 2105
<br />LABC/ICC-ESR 2105
<br />LABC/ICC-ESR 2105
<br />LABC/ICC-ESR 2105
<br />LABC/ICC-ESR 2105
<br />LABC/ICC-ESR 2105
<br />LABC/ICC-ESR 2105
<br />LABC/ICC-ESR 2105
<br />PDPAWL-MG
<br />MPBZ
<br />Simpson Strong Wall
<br />SSW
<br />LABC/IAPMO-ER 130
<br />LABC/ICC-ESR 2330
<br />LABC/ICC-ESR 2330
<br />LABC/ICC-ESR 2330
<br />LABC/ICC-ESR 2330
<br />LABC/ICC-ESR 2330
<br />LABC/ICC-ESR 2330
<br />LABC/ICC-ESR 2330
<br />LABC/IAPMO-UES ER 143
<br />LABC/IAPMO-UES ER 143
<br />LABC/ICC-ESR 2555
<br />LABC/ICC-ESR 2508
<br />LABC/ICC-ESR 2713
<br />LABC/ICC-ESR 1679
<br />LABC/ICC-ESR 1387
<br />LABC/ICC-ESR 2138
<br />LABC/ICC-ESR 3050
<br />HTS22 LABC/ICC-ESR 2105 HDC10 LABC/ICC-ESR 2330
<br />LTP/A35/LS/H2.5 LABC/ICC-ESR 3096
<br />SPECIAL INSPECTION:
<br />2.
<br />3.
<br />4.
<br />5.
<br />6.
<br />7.
<br />8.
<br />9.
<br />10.
<br />1.
<br />Site visits by the structural engineer do not constitute an inspection.
<br />In addition to the regular inspection the following items will also require special inspection in accordance with
<br />Sec.1704, unless exempted by the exceptions of Sec.1704.2, of the Building Code
<br />Soils compliance prior to the foundation inspection, post-tensioned foundation, high strength steel and concrete.
<br />All inspections and tests shall be performed by a qualified testing agency retained by the owner.
<br />The special inspector shall be qualified and approved by the building department and acceptable to the architect.
<br />The special inspector shall observe work assigned for conformance to the approved design drawings and
<br />specifications.
<br />The special inspector shall furnish an inspection report to the building department, engineer and architect of record.
<br />Copies of the report shall be available at the job site at all times.
<br />Final reports for all inspections and testing must be provided by the special inspector. Final reports shall document
<br />completion of all inspections and correction of all noted discrepencies.
<br />The duties of the special inspector shall be in conformance with the requirements of section 1704 of the latest edition of
<br />the CBC/ IBC.
<br />Contractor shall be responsible for all expenses due to any premature notification of inspection which results in
<br />additional site visits.
<br />Failure of notification by the contractor for inspection on a timely basis may result in complete removal and
<br />replacement of all work performed at contractors expense.
<br />SPECIAL INSPECTION BY A SPECIAL INSPECTOR FOR EXISTING SITE SOIL CONDITIONS, FILL
<br />PLACEMENT & LOAD BEARING REQUIREMENTS SHALL BE PERFORMED PER THE FOLLOWING TABLE.
<br />SPECIAL INSPECTION TABLE FOR EXISTING SITE SOIL
<br />CONDITIONS
<br />SPECIAL INSPECTION BY A SPECIAL INSPECTOR FOR THE CONSTRUCTION OF HORIZONTAL WOOD
<br />DIAPHRAGMS, WOOD SHEAR WALLS & MANUFACTURED SHEAR WALLS ARE REQUIRED & SPECIFIED IN
<br />THE FOLLOWING TABLE:
<br />SPECIAL INSPECTION TABLE FOR WOOD DIAPHRAGM &
<br />SHEAR WALLS
<br />Exception: Special inspection for existing site soil condtions per table below is not required if allowable soil bearing
<br />pressure used for design is ≤ 1500 psf, soils report is not required by building offical, and there is no
<br />controlled fill placement on existing building site
<br />11.
<br />INSPECTION
<br />TASK Continuous Periodically SECTION
<br />Sec. 1705.13.2
<br />Sec. 1705.13.2
<br />Sec. 1704
<br />Sec. 1705.13.2
<br />Sec. 1705.13.3
<br />Horizontal wood
<br />diaphragms with edge
<br />nail spacing equal to or
<br />closer than 4" o.c.
<br />Wood shear walls with
<br />edge nail spacing equal
<br />to or closer than 4" o.c.
<br />Sheathing types, grade
<br />thickness, span rating,
<br />and nail types, nail sizes
<br />& spacing.
<br />Sheathing types, grade
<br />thickness, wall nail types,
<br />nailing sizes and
<br />spacing.
<br />Sill nail types, size and
<br />spacing.
<br />Anchor bolt sizes &
<br />spacing.
<br />Holdown types & their
<br />connections to shear
<br />walls &
<br />foundation/framing
<br />Wall end post sizes.
<br />Shear transfer connector
<br />types & spacing. Drag
<br />strut connections to
<br />shear walls.
<br />Panel types, nailing,
<br />bolting, Anchoring, wall
<br />top plate screw types,
<br />sizes & spacing,
<br />holddown & drag strut
<br />connections to
<br />walls/panels.
<br />Manufactured shear
<br />walls, Hardy panels,
<br />Simpson steel & Wood
<br />Strong walls.
<br />REFERENCE FOR
<br />CRITERIA
<br />FREQUENCY OF
<br />INSPECTIONNOT
<br />APPLICABLE CBC/IBC
<br />Sec. 1705.5.2
<br />Verify
<br />that the installation of
<br />the permanent individual
<br />truss
<br />member restraint/bracing
<br />has been installed in
<br />accordance
<br />with the approved truss
<br />submittal package
<br />Metal-plate -connected
<br />wood trusses with a
<br />clear span of 60 feet or
<br />greater
<br />TYPE
<br />1. Verify materials below shallow foundations are
<br />adequate to achieve the design bearing
<br />capacity per soils report.
<br />2. Verify excavations are extended to proper
<br />depth & have reached proper material
<br />per soils report.
<br />3. Perform classification & testing of
<br />compacted fill materials per soils report.
<br />4. During fill placement, verify use of proper
<br />materials and procedures in accordance
<br />with the provisions of the approved
<br />geotechnical report. Verify densities and
<br />lift thicknesses during placement and
<br />compaction of compacted fill.
<br />5. Prior to placement of compacted fill,
<br />inspect subgrade & verify that site has
<br />been prepared properly per soils report.
<br />Periodic
<br />Special Inspection
<br />Continuous
<br />Special Inspection
<br />01/29/2025PC COMMENTS RESPONSE #1
<br />04/17/2025PC COMMENTS RESPONSE #2
<br />VE Revs 10/10/20251
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<br />JOB NO.
<br />SUBMITTAL
<br />DATE
<br />SHEET TITLE
<br />SHEET NO.
<br />CLIENT:
<br />REVISION
<br />DATE
<br />21
<br />3
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<br />BSB: MR230056; Gouvis: 66467
<br />1ST PLAN CHECK SUBMITTAL 08/20/2024
<br />2ND PLAN CHECK SUBMITTAL 01/29/2025
<br />3RD P.C. SUBMITTAL
<br />04/17/2025
<br />3RD PLAN CHECK SUBMITTAL 04/17/2025
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<br />5
<br />GENERAL NOTES
<br />& REQUIREMENTS
<br />SN1.1
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