|
STATEMENT OF SPECIAL INSPECTIONS
<br />1. SPECIAL INSPECTIONS AND TESTS SHALL BE PERFORMED BY AN INDEPENDENT QUALIFIED INSPECTION AND/OR TESTING AGENCY
<br />APPROVED BY THE JURISDICTION FOR SUCH WORK,AND IN ACCORDANCE WITH CHAPTER 17 OF THE CODE. THESE SPECIAL
<br />INSPECTIONS AND TESTS ARE IN ADDITION TO THE INSPECTIONS PERFORMED BY THE BUILDING OFFICIAL.
<br />2. THE OWNER SHALL BE RESPONSIBLE FOR RETAINING THE SPECIAL INSPECTION AND/OR TESTING AGENCY.
<br />3. THE SPECIAL INSPECTION AND/OR TESTING AGENCY SHALL KEEP RECORDS AND SUBMIT SPECIAL INSPECTION AND TEST REPORTS
<br />TO THE BUILDING OFFICIAL AND THE STRUCTURAL ENGINEER OF RECORD IN ACCORDANCE WITH SECTIONS 1704.2.4 AND 1704.5 OF
<br />THE CODE AND JURISDICTION-SPECIFIC REQUIREMENTS.
<br />4. THE CONTRACTOR SHALL NOTIFY THE TESTING LAB A MINIMUM OF 48 HOURS PRIOR TO TIME OF INSPECTION.
<br />5. THE CONSTRUCTION OR WORK FOR WHICH SPECIAL INSPECTION OR TESTING IS REQUIRED SHALL REMAIN ACCESSIBLE AND
<br />EXPOSED FOR SPECIAL INSPECTION OR TESTING PURPOSES UNTIL COMPLETION OF THE REQUIRED SPECIAL INSPECTIONS OR
<br />TESTS. THE CONTRACTOR SHALL PROVIDE A MINIMUM OF 3 DAYS NOTICE TO THE APPROVED TESTING AGENCY PRIOR TO ANY REQUIRED
<br />INSPECTIONS.
<br />6. IF INITIAL TESTS OR INSPECTIONS MADE BY THE OWNER'S TESTING OR INSPECTION AGENCY REVEAL THAT ANY PORTION OF THE
<br />WORK DOES NOT COMPLY WITH THE CONTRACT DOCUMENTS, ADDITIONAL TESTS, INSPECTIONS, AND NECESSARY REPAIRS OR
<br />CORRECTIONS SHALL BE MADE AT THE CONTRACTOR'S EXPENSE. CONTRACTOR SHALL NOTIFY THE ENGINEER AND OWNER IMMEDIATELY
<br />OF NON-CONFORMING WORK. THIS NOTIFICATION SHALL SPECIFICALLY ADDRESS THE NON-CONFORMING WORK AND SHALL BE
<br />SEPARATE AND IN ADDITION TO THE SPECIAL INSPECTION REPORTS.
<br />7. SPECIAL INSPECTION REPORTS SHALL BE SENT TO THE ENGINEER AT THE TIME OF COMPLETION FOR REVIEW OF CONFORMANCE WITH
<br />THE REQUIREMENTS OF THE STRUCTURAL DRAWINGS. AND SPECIFICALLY BRING ANY NON-CONFORMING ITEMS TO THE ATTENTION OF
<br />THE REVIEWER
<br />8. SPECIAL INSPECTIONS AND TESTS FOR SEISMIC RESISTANCE SHALL BE PERFORMED FOR THE DESIGNATED SEISMIC SYSTEM/SEISMIC
<br />FORCE RESISTING COMPONENT WHEN APPLICABLE AND AS PER SECTIONS 1705.12 & 1705.13 OF THE CODE.
<br />a. DESIGNATED SEISMIC SYSTEM/SEISMIC FORCE RESISTING SYSTEM: WOOD FRAMED DIAPHRAGM & SHEAR WALLS.
<br />SEE THE ABOVE-REFERENCED CODE SECTIONS FOR ADDITIONAL SPECIAL INSPECTION AND TEST REQUIREMENTS FOR
<br />STRUCTURAL STEEL, STRUCTURAL WOOD, COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION, DESIGNATED SEISMIC SYSTEMS,
<br />ARCHITECTURAL COMPONENTS, MEP COMPONENTS, STORAGE RACKS, SEISMIC ISOLATIONS SYSTEMS, AND COLD-FORMED
<br />STEEL SPECIAL BOLTED MOMENT FRAMES.
<br />9. SPECIAL INSPECTIONS FOR WIND RESISTANCE SHALL BE PERFORMED FOR THE MAIN WIND FORCE RESISTING SYSTEM AND WIND
<br />RESISTING COMPONENTS WHEN APPLICABLE AND AS PER SECTION 1705.11 OF THE CODE.
<br />a. MAIN WIND FORCE RESISTING SYSTEM/WIND RESISTING COMPONENT: WOOD FRAMED DIAPHRAGM & SHEAR WALLS.
<br />SEE THE ABOVE-REFERENCED CODE SECTIONS FOR ADDITIONAL SPECIAL INSPECTION REQUIREMENTS FOR
<br />STRUCTURAL WOOD, COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION, AND WIND-RESISTING COMPONENTS.
<br />10. EACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF A MAIN WIND OR SEISMIC FORCE RESISTING SYSTEM, DESIGNATED
<br />SEISMIC SYSTEM, OR A WIND OR SEISMIC RESISTING COMPONENT LISTED ABOVE SHALL SUBMIT A WRITTEN STATEMENT OF
<br />RESPONSIBILITY TO THE BUILDING OFFICIAL AND THE OWNER PRIOR TO THE COMMENCEMENT OF WORK ON THE SYSTEM OR
<br />COMPONENT. THE CONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL CONTAIN ACKNOWLEDGMENT OF AWARENESS OF THE
<br />SPECIAL REQUIREMENTS CONTAINED IN THIS STATEMENT OF SPECIAL INSPECTIONS.
<br />11. STEEL CONSTRUCTION: SPECIAL INSPECTIONS FOR STEEL ELEMENTS OF BUILDINGS AND STRUCTURES SHALL BE AS REQUIRED BY
<br />SECTION 1705.2 OF THE CODE AND IN ACCORDANCE WITH THE QUALITY ASSURANCE INSPECTION REQUIREMENTS OF AISC 360,
<br />INCLUDING THE SPECIAL INSPECTION TABLE SHOWN HEREIN. SEE ADDITIONAL REQUIREMENTS NOTED FOR SEISMIC AND WIND
<br />RESISTANCE OF INSPECTION NOTES #8 AND #9.
<br />12. CONCRETE CONSTRUCTION: SPECIAL INSPECTIONS AND VERIFICATIONS FOR CONCRETE CONSTRUCTION SHALL BE AS REQUIRED
<br />BY SECTION 1705.3 OF THE CODE, INCLUDING THE SPECIAL INSPECTION TABLE SHOWN HEREIN.
<br />CONCRETE SPECIAL INSPECTIONS AND TESTS ARE NOT REQUIRED FOR:
<br />a. ISOLATED SPREAD FOOTINGS OF BUILDINGS 3 STORIES OR LESS ABOVE GRADE PLANE THAT ARE FULLY SUPPORTED ON
<br />EARTH OR ROCK.
<br />b. NONSTRUCTURAL CONCRETE SLABS SUPPORTED DIRECTLY ON THE GROUND, INCLUDING PRESTRESSED SLABS ON GRADE
<br />WHERE THE EFFECTIVE PRESTRESS IN THE CONCRETE IS LESS THAN 150 PSI.
<br />c. CONCRETE PATIOS, DRIVEWAYS AND SIDEWALKS, ON GRADE.
<br />13. MASONRY CONSTRUCTION: SPECIAL INSPECTIONS AND VERIFICATIONS FOR MASONRY CONSTRUCTION SHALL BE AS REQUIRED BY
<br />SECTION 1705.4 OF THE CODE AND IN ACCORDANCE WITH TMS 402/ACI 530/ASCE 5 AND TMS 602/ACI 530.1/ASCE 6 QUALITY
<br />ASSURANCE REQUIREMENTS, INCLUDING THE SPECIAL INSPECTION TABLES SHOWN HEREIN.
<br />14. WOOD CONSTRUCTION: SPECIAL INSPECTIONS FOR WOOD CONSTRUCTION SHALL BE AS REQUIRED BY SECTION 1705.5 OF
<br />THE CODE. SEE ALSO REQUIREMENTS NOTED FOR SEISMIC AND WIND RESISTANCE OF INSPECTION NOTES #8 AND #9.
<br />15. SOILS: SPECIAL INSPECTIONS FOR EXISTING SOIL CONDITIONS, FILL PLACEMENT, AND LOAD BEARING REQUIREMENTS SHALL BE
<br />AS REQUIRED BY SECTIONS 1705.6 THROUGH 1705.9 OF THE CODE, INCLUDING THE SPECIAL INSPECTION TABLES SHOWN HEREIN.
<br />16. DEEP FOUNDATIONS: SPECIAL INSPECTIONS FOR DRIVEN AND CAST-IN-PLACE DEEP FOUNDATIONS SHALL BE AS REQUIRED BY SECTIONS
<br />1705.7 AND 1705.8 OF THE CODE RESPECTIVELY, INCLUDING THE TESTS AND INSPECTIONS CONTAINED WITHIN THE APPROVED
<br />GEOTECHNICAL REPORT, AND INCLUDING THE SPECIAL INSPECTION TABLES SHOWN HEREIN.
<br />1. INSPECT REINFORCEMENT, INCLUDING
<br />PRESTRESSING TENDONS, AND PLACEMENT.
<br />2. INSPECT ANCHORS CAST IN CONCRETE.
<br />3. INSPECTION OF ANCHORS
<br />POST-INSTALLED IN HARDENED
<br />CONCRETE MEMBERS.b
<br />a. MECHANICAL ANCHORS AND
<br />ADHESIVE ANCHORS
<br />4. VERIFY USE OF REQUIRED MIX DESIGN.
<br />5. PRIOR TO CONCRETE PLACEMENT,
<br />FABRICATE SPECIMENS FOR
<br />STRENGTH TESTS, PERFORM SLUMP
<br />AND AIR CONTENT TESTS, AND
<br />DETERMINE THE TEMPERATURE OF
<br />THE CONCRETE.
<br />6.. INSPECT FORMWORK FOR SHAPE
<br />LOCATION, AND DIMENSIONS OF THE
<br />CONCRETE MEMBER BEING FORMED.
<br />a. WHERE APPLICABLE, SEE ALSO SECTION 1705.12 (SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE).
<br />b. SPECIFIC REQUIREMENTS FOR SPECIAL INSPECTION SHALL BE INCLUDED IN THE RESEARCH REPORT FOR THE ANCHOR
<br />ISSUED BY AN APPROVED SOURCE IN ACCORDANCE WITH ACI 318-19 SECTION 17.8.2, OR OTHER QUALIFICATION
<br />PROCEDURES. WHERE SPECIFIC REQUIREMENTS ARE NOT PROVIDED, SPECIAL INSPECTION REQUIREMENTS SHALL BE
<br />SPECIFIED BY THE REGISTERED DESIGN PROFESSIONAL AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO
<br />THE COMMENCEMENT OF THE WORK.
<br />REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION
<br />(CBC TABLE 1705.3)
<br />VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARD CBC REFERENCE
<br />-
<br />-
<br />-
<br />-
<br />X
<br />-
<br />X
<br />-
<br />X
<br />X
<br />X
<br />-
<br />X
<br />ACI 318: CH. 20, 25.2,
<br />25.3, 26.6.1-26.6.3
<br />ACI 318: 17.8.2, 26.13.3
<br />ACI 318: 17.8.2
<br />ACI 318: CH.19, 26.4.3,
<br />26.4.4
<br />ASTM C172, ASTM C31,
<br />ACI 318: 26.5, 26.12
<br />ACI 318: 26.11.1.2(b)
<br />1908.4
<br />-
<br />-
<br />-
<br />1904.1, 1904.2,
<br />1908.2, 1908.3
<br />1908.10
<br />-
<br />a
<br />1. STRUCTURAL WOOD SPECIAL INSPECTIONS FOR SEISMIC
<br />RESISTANCE:
<br />a. INSPECTION OF FIELD GLUING OPERATIONS OF
<br />ELEMENTS OF THE SEISMIC-FORCE RESISTING SYSTEM.
<br />b. INSPECTION OF NAILING, BOLTING, ANCHORING AND
<br />OTHER FASTENING OF COMPONENTS WITHIN THE
<br />SEISMIC-FORCE RESISTING SYSTEM, INCLUDING WOOD
<br />SHEAR WALLS*, WOOD SHEAR PANELS*, WOOD
<br />DIAPHRAGMS*, DRAG STRUTS, BRACES, AND HOLD-DOWNS.
<br />REQUIRED VERIFICATION AND INSPECTION FOR SEISMIC RESISTANCE (CBC SECTION 1705.12)
<br />VERIFICATION AND INSPECTION CONTINUOUS REFERENCED STANDARD
<br />X
<br />-
<br />-
<br />X
<br />CBC SEC. 1705.12.2
<br />* SPECIAL INSPECTIONS
<br />NOT REQUIRED WHERE
<br />FASTENER SPACING OF
<br />SHEATHING IS MORE THAN
<br />4" O.C.
<br />PERIODIC
<br />2. REINFORCED CONCRETE SPECIAL INSPECTIONS FOR
<br />SEISMIC RESISTANCE
<br />a. PLACEMENT OF REINFORCING STEEL
<br />CBS SEC. 1705.12
<br />ACI 318-14, SEC. 26.13
<br />-
<br />b. PLACEMENT OF CONCRETE
<br />X ACI 318-14 SEC. 26.13.3
<br />X - ACI 318-14 SEC. 26.13.3
<br />Scale
<br />Project number
<br />Date
<br />Drawn by
<br />Jen Dunbar, AIA
<br />phone: 310.435.3928
<br />12314 La Maida Street
<br />Valley Village, CA 91607
<br />jen@dunbararchitecture.com
<br />DUNBAR
<br />ARCHITECTURE
<br />N.T.S.
<br />2/
<br />2
<br />5
<br />/
<br />2
<br />0
<br />2
<br />5
<br />
<br />1
<br />:
<br />5
<br />5
<br />:
<br />5
<br />3
<br />
<br />P
<br />M
<br />S0.04
<br />SPECIAL
<br />INSPECTIONS &
<br />TESTING
<br />23005.10
<br />CYPRESS STREET
<br />FIRE STATION
<br />REHABILITATION
<br />CITY OF SANTA ANA
<br />01/12/2024
<br />IK
<br />625 S. CYPRESS
<br />S0.04 N.T.S.
<br />1 STATEMENT OF SPECIAL INSPECTIONS
<br />S0.04 N.T.S.
<br />2 MINIMUM TEST AND SPECIAL INSPECTIONS OF
<br />CONCRETE CONSTRUCTION
<br />S0.04 N.T.S.
<br />3 MINIMUM INSPECTION FOR SEISMIC RESISTANCE
<br />No. Description Date
<br />1 100% DD ISSUANCE 01/12/2024
<br />2 75% CD ISSUANCE 03/15/2024
<br />3 90% CD ISSUANCE 05/03/2024
<br />4 PERMIT SET 05/17/2024
<br />5 BACKCHECK SET 01/17/2025
<br />EXP. 03/31/26
<br />No. C78947
<br />STATEOF CA LIFORNIA
<br />REGISTERED PROF E SSIONALENGINEE
<br />R
<br />NINAAZAD HMAHJOUB
<br />E
<br />CI V IL
<br />DATE SIGNED
<br />02/27/2025
<br />6 2 BACKCHECK SETND 02/27/2025
|